FMC North Greeley CDs - Log into PIX (Phipps Information Exchange)
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FMC North Greeley CDs - Log into PIX (Phipps Information Exchange)
PME ENGINEER BUILDING OWNER Christopher Kidd & Associates, LLC Embree Construction Group, Inc. N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone: 262.901.0505 4747 Williams Drive Georgetown, TX 78633 Contact : Jerry Frazier - Type of Project: BUSINESS GROUP B CLINIC - OUTPATIENT DeNovo Relocation Expansion Greenfield Nocturnal Above Habitable Space CONSTRUCTION CLASSIFICATION : - TYPE VB FIRE PROTECTION: - SMOKE DETECTION AND FIRE ALARM SYSTEM, DESIGN / BUILD PER CODE FULLY SPRINKLERED, DESIGN / BUILD PER CODE FIRE EXTINGUISHERS, LOCATED PER CODE SITE ZONING : - C-H (COMMERCIAL HIGH INTENSITY) Facility Room Space Standards July 2013 NUMBER OF STORIES : - 1 STORY Standard Specifications July 2013 BUILDING HEIGHT : - ~24'-6" AT PEAK Standard Details July 2013 EXISTING PARKING : - 21 STANDARD STALLS 4 ACCESSIBLE STALLS FMC Family of Exterior Signage January 2013 Color Materials Selection Form July 2013 Contract Document Checklist July 2013 RECS DOCUMENT PROJECT SQUARE FOOTAGE (INCIDENTAL STORAGE INCLUDES MED RECORDS, JANITOR CLOSET, WIRING CLOSET, CLEAN SUPPLIES, SOILED UTILTY AND MED WASTE) 1/100 GSF AT BUSINESS AREA: 1/15 NSF AT ASSEMBLY AREA: 1/300 GSF AT INCIDENTAL STORAGE / MECHANICAL AREA: TOTAL OCCUPANT LOAD AT CLINIC TENANT SPACE: 47 49 7 103 PLUMBING FIXTURE CALCULATIONS RESPONSIBILITY SCHEDULE CERTIFICATION I _______________________________________, architect of record certify that the FMC Project Responsibility Schedule is shell building lease and consulting with the FMC Project Manager. _________________________________________ Name complete and project specific , after reviewing the ____________ Date GENERAL FMC'S WATER CONTRACTOR VENDOR EXISTING INSTALLED FURNISHED -- INSTALLED FURNITURE FURNISHED 01 INSTALLED 3 FURNISHED -- INSTALLED DIALYSIS MACHINES FURNISHED CRASH CART 01 INSTALLED 01 2 FURNISHED 1 -- 4 01 HOYER LIFT -- 5 01 LOUNGE APPLIANCES GC TO INSTALL MICROWAVE 6 01 MULTIFUNCTION PRINTER -- 7 01 NETWORK RACK -- 8 01 OXYGEN CONCENTRATORS -- 9 01 OXYGEN CYLINDER STORAGE CONTAINER -- 10 01 PHONE SYSTEM -- 11 01 RECESSED SCALE FRAME AND EQUIPMENT -- 12 01 RO AND SDS MONITORS -- 13 01 SECURITY SYSTEM -- 14 01 SDS AND GRANUFLO EQUIPMENT -- 15 01 TECH REPAIR VALVE BOX ASSEMBLY -- 16 01 TELEVISION/ ENTERTAINMENT SYSTEM -- 17 01 TIME CLOCK -- 18 01 VALVE PANELS WATER VENDOR SHALL MAKE RO/SDS CONNECTIONS, GC SHALL INSTALL PANELS IN CABINETS AND PLUMB DRAIN LINE 19 01 WATER TREATMENT EQUIPMENT -- 20 02 DUMPSTER ENCLOSURE AND PAD -- 21 03 SLAB -- 22 06 MILLWORK -- 23 06 PORTE COCHERE -- 24 06 TENANT DEMISING WALL -- 25 07 EXTERIOR WALL VAPOR BARRIER -- 26 07 WALL AND ROOF INSULATION -- 27 08 EXTERIOR DOORS -- 28 08 INNER VESTIBULE DOOR -- 29 09 EXTERIOR WALL GYPSUM BOARD -- 30 10 STAFF LOCKERS -- 31 10 TEMPORARY SITE SIGN -- 32 13 SPRINKLER SERVICE, RISER, BRANCH LINES SEE PROJECT NOTE #17 33 15 BACKFLOW PREVENTER-DOMESTIC WATER -- 34 15 BACKFLOW PREVENTER-PROCESS WATER -- 35 15 CITY WATER SUPPLY TO BUILDING -- 36 15 DOMESTIC WATER HEATER -- 37 15 EMERGENCY WATER CONNECTION -- 38 15 HVAC DUCT WORK AND DAMPERS -- 39 15 HVAC UNITS -- 40 15 PLUMBING FIXTURES -- 41 15 PROCESS WATER HEATER -- 42 15 SANITARY SEWER LINE TO BUILDING -- 43 15 TEMPERATURE CONTROL SYSTEMS -- 44 15 UNDERSLAB PLUMBING -- 45 16 AUTOMATIC TRANSFER SWITCH -- 46 16 DATA CABLING -- 47 16 EXIT LIGHTING-EXTERIOR -- 48 16 EXIT LIGHTING AND SIGNS-INTERIOR -- 49 16 FIRE ALARM SYSTEM -- 50 16 GAS SUPPLY TO HVAC UNITS -- 51 16 GENERATOR NOT APPLICABLE 52 16 GENERATOR ANNUNCIATOR NOT APPLICABLE 53 16 INTERCOM SYSTEM -- 54 16 LIGHT FIXTURES -- 55 16 MAIN DISTRIBUTION PANEL -- 56 16 POWER SUPPLY TO HVAC UNITS -- 57 16 PRIMARY POWER TO BUILDING -- 58 16 RO AND SDS MONITOR WIRING -- 59 16 SITE LIGHTING -- 60 16 TELEPHONE CABLING AND JACKS -- 61 16 TELEVISION SYSTEM-COAX CABLES FMC TV VENDOR TO MAKE ALL TERMINATIONS 62 16 TELEVISION SYSTEM-AUDIO CABLES FMC TV VENDOR TO MAKE ALL TERMINATIONS 63 16 TIME CLOCK-CABLING -- WATER CLOSET OCCUPANTS LAVATORIES MEN WOMEN MEN WOMEN MEN WOMEN DRINKING FOUNTAINS BUSINESS = 47 OCCUPANTS 24 24 0.96 0.96 0.60 0.60 0.48 ASSEMBLY = 49 OCCUPANTS 25 25 0.20 0.38 0.13 0.13 0.10 STORAGE = 7 OCCUPANTS 4 4 0.04 0.04 0.04 0.04 0.01 53 1.20 (2) 1.38 (2) 0.77 (1) 0.77 (1) 0.59 (1) 53 TOTAL 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. 2. THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE A SET AND SHALL BE DISTRIBUTED INTACT. IF SETS ARE DISASSEMBLED TO OBTAIN BIDS FROM SUB-CONTRACTORS, GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SUB-CONTRACTOR COORDINATION. 3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE NOT INDICATED ON THE DRAWINGS OR CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT OR BID THE HIGHEST PRICED ALTERNATIVE. 4. 'PROVIDE' MEANS TO FURNISH AND INSTALL. 5. PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING CONDITIONS, PRODUCTS TO BE USED, AND QUANTITIES REQUIRED. ALL CONTRACTORS ARE REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS FOR ALL TRADES INCLUDING DIMENSIONS, CONFIGURATION, AND UTILITY SYSTEMS. BIDS SHALL REFLECT ALL CONSTRUCTION NECESSARY TO COMPLETE THE WORK REQUIRED WITH CONSIDERATION GIVEN TO EXISTING CONDITIONS. 6. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND LOCAL AUTHORITIES. 7. CONTACT STATE DIGGING HOTLINE FROM THE ONE CALL DIRECTORY PRIOR TO PERFORMING ANY UNDERGROUND UTILITY OR EXCAVATION WORK. 8. GENERAL CONTRACTOR SHALL COORDINATE ALL SITE STAGING, DUMPSTER LOCATION, UTILITIES, EXCAVATION (WHERE APPLICABLE), ETC. WITH THE LANDLORD. BUILDING : 2012 INTERNATIONAL BUILDING CODE WITH AMENDMENTS 9. MECHANICAL CONTRACTOR SHALL INSTALL COMPLETE HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS. PLUMBING : 2012 INTERNATIONAL PLUMBING CODE WITH AMENDMENTS MECHANICAL: 2012 INTERNATIONAL MECHANICAL CODE WITH AMENDMENTS ELECTRICAL : 2011 NATIONAL ELECTRICAL CODE WITH AMENDMENTS FUEL/GAS: 2012 INTERNATIONAL FUEL GAS CODE WITH AMENDMENTS ACCESSIBILITY : 2012 INTERNATIONAL BUILDING CODE (ICC/ANSI A117.1 - 2009) FIRE/LIFE SAFETY: 2012 INTERNATIONAL FIRE CODE WITH AMENDMENTS NFPA 101 LSC 2000 OTHER: 2010 FGI GUIDELINES COMMENTS CSI DIVISION LANDLORD ITEM # FMC FMC'S THIRD PARTY VENDOR ______________________________________ Name 10. PLUMBING CONTRACTOR SHALL INSTALL PLUMBING SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS. 11. ELECTRICAL CONTRACTOR SHALL INSTALL COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS. 12. CONTRACTOR SHALL COORDINATE KEY SCHEDULE WITH THE OWNER PRIOR TO PROJECT SPACE COMPLETION. CLEARLY MARKED KEYS WILL BE TURNED OVER TO OWNER'S REPRESENTATIVE. MINIMUM NUMBER OF PLUMBING FIXTURES (2012 INTERNATIONAL PLUMBING CODE, TABLE 403.1) SEE PLUMBING FIXTURE CALCULATIONS FOR PROVIDED WATER CLOSETS (MALE): WATER CLOSETS (FEMALE): WATER CLOSETS (UNISEX): LAVATORIES (MALE): LAVATORIES (FEMALE): LAVATORIES (UNISEX): DRINKING FOUNTAINS: OTHER FIXTURES: 17. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING THE DESIGN-BUILD OF THE FIRE SPRINKLER SYSTEM. THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR (FSC) SHALL DESIGN AND INSTALL A COMPLETE, FULLY OPERATIONAL, APPROVED, HYDRAULICALLY DESIGNED, CODE COMPLIANT - INCLUDING NFPA 13 (STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS) AND NFPA 101 LIFE SAFETY CODE (SPECIFICALLY CHAPTER 20), AUTOMATIC FIRE SPRINKLER SYSTEM. FSC SHALL BE RESPONSIBLE FOR, AS A MINIMUM, THE FOLLOWING REQUIREMENTS: · FSC SHALL BE THE ENGINEER OF RECORD AS WELL AS THE CONTRACTOR FOR THE FIRE SPRINKLER SYSTEM AND ALL RELATED COMPONENTS · FSC SHALL BE RESPONSIBLE FOR PERFORMING WATER FLOW TESTS, PREPARING SIGNED AND SEALED PLAN REVIEW AND INSTALLATION DRAWINGS, HYDRAULIC CALCULATIONS, ENGINEERING, AND COORDINATING WITH EXISTING CONDITIONS AND WITH OTHER TRADES. · SUBMIT ALL NECESSARY DOCUMENTS TO INSURANCE COMPANY AND OBTAIN APPROVAL AND NECESSARY PERMITS FROM STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. · PRIOR TO SUBMITTING THE BID, FSC SHALL VISIT THE PROJECT SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. AS A RESULT OF HAVING VISITED THE PREMISES, THE FSC SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE WORK AS IT RELATES TO SUCH CONDITIONS. · PRIOR TO SUBMITTING BID, FSC SHALL VERIFY ACCURACY AND COMPLETENESS OF ELECTRICAL DRAWINGS AS THEY RELATE TO FIRE SPRINKLER SYSTEM ELECTRICAL REQUIREMENTS. FSC SHALL NOTIFY ELECTRICAL ENGINEER OF ANY ADDITIONAL ELECTRICAL REQUIREMENTS IN ADVANCE OF BID SO THAT A BID ADDENDA CAN BE ISSUED. SHOULD ELECTRICAL CHANGES TO ACCOMMODATE THE FIRE SPRINKLER SYSTEM BE NECESSARY AFTER CONTRACTS HAVE BEEN AWARDED, THE FIRE SPRINKLER DESIGN-BUILD CONTRACTOR SHALL PAY FOR THE ADDITIONAL ELECTRICAL COSTS. · ALL PIPING SHALL BE CONCEALED ABOVE CEILINGS OR IN WALLS IN ALL AREAS WITH CEILINGS AND IN AREAS CONSIDERED TO BE FINISHED SPACE. SPRINKLER HEADS SHALL BE INSTALLED CENTERED IN 2' x 2' CEILING TILES AND IN CENTER OF 2' x 2' HALF OF 2' x 4' CEILING TILES. · THE FSC AND THE GENERAL CONTRACTOR SHALL VERIFY THE HEIGHTS OF THE EXISTING SPRINKLER SYSTEM COMPONENTS, INCLUDING ALL MAIN LINES AND BRANCH LINES, TO DETERMINE IF THE SPECIFIED CEILING HEIGHTS ARE POSSIBLE. IF NOT, THE WORK TO MOVE THE NECESSARY COMPONENTS TO ACHIEVE THE SPECIFIED MINIMUM CEILING HEIGHTS SHALL BE INCLUDED IN THE BID. · INSTALL DRY PIPE OR ANTI-FREEZE SYSTEMS IN ALL UNHEATED AREAS SUBJECT TO FREEZING, INCLUDING ATTIC SPACE. THE SPRINKLER SYSTEM SHALL BE A COMBINATION WET/DRY SYSTEM IF REQUIRED. PROVIDED: 2 PROVIDED: 2 PROVIDED: 1 PROVIDED: 2 PROVIDED: 2 PROVIDED: 1 PROVIDED: 2 (HI/LO FIXTURE) PROVIDED: 1 SERVICE SINK NFPA 101, LIFE SAFETY CODE 2000 CERTIFICATION I______________________________, Architect of record certify that, to the best of my knowledge and belief, the contract documents comply with NFPA 101, Life Safety Code, Chapter 20 or 21 and all referenced NFPA sections and codes ______________________________________ Name ____________ Date A1 Bid / Plan Review Set Incorporating Addendum #1 Dated: November 5, 2013 (Supercedes Bid / Plan Review Set Dated: October 15, 2013) DRAWING INDEX 15. FIRE CAULKING SHALL BE PERFORMED AND CERTIFIED BY A SINGLE SOURCE CONTRACTOR FOR PENETRATIONS OF STRUCTURAL, MECHANICAL, ELECTRICAL, AND ARCHITECTURAL ELEMENTS. 16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING THE DESIGN/BUILD OF THE FIRE ALARM SYSTEM. LOCAL CERTIFIED FIRE ALARM CONTRACTOR (CFAC) SHALL DESIGN FIRE ALARM SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND BUILDING STANDARDS INCLUDING THE NFPA 101 LIFE SAFETY CODE (SPECIFICALLY CHAPTER 20). CFAC SHALL BE THE ENGINEER OF RECORD AS WELL THE CONTRACTOR FOR THE FIRE ALARM SYSTEM AND ALL RELATED COMPONENTS. CFAC SHALL WARRANT COMPLETE COMPLIANCE WITH LOCAL FIRE MARSHAL. CFAC IS RESPONSIBLE FOR ALL INCIDENTAL COSTS RELATIVE TO THE COMPLETE INSTALLATION OF THIS SYSTEM INCLUDING SYSTEM DESIGN, BATTERY CALCULATIONS, PLAN SUBMITTALS, FEES AND PERMITS. NFPA CERTIFICATION APPLICABLE CODES 13. FIRE EXTINGUISHERS SHALL BE LOCATED PER LOCAL, STATE AND FEDERAL CODES. 14. INTERIOR WALL AND CEILING FINISHES MUST COMPLY WITH CLASS A FIRE/SMOKE DEVELOPMENT IN SPACES LEADING TO AN EXIT AND ENCLOSED CORRIDORS, AND CLASS A IN OFFICES. CONTRACTOR SHALL SUBMIT RECORDS AND DOCUMENTATION OF MATERIALS FIRE/SMOKE DEVELOPMENT CLASSIFICATION AT SUBMITTAL PHASE AND FOR THE OWNER'S CLOSE OUT RECORDS. REQUIRED: 2 REQUIRED: 2 REQUIRED: 0 REQUIRED: 1 REQUIRED: 1 REQUIRED: 0 REQUIRED: 1 REQUIRED: 1 SERVICE SINK ____________ Date ARCHITECTURAL ENGINEERING T A1.0 LS1.0 LS2.0 LS3.0 LS4.0 A2.0 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 A2.9 A4.0 A5.0 A6.0 A7.0 A7.1 A7.2 A8.0 A8.1 A8.2 A8.3 A8.4 A8.5 M1.0 M2.0 MECHANICAL SCHEDULES & DETAILS MECHANICAL PLAN P1.0 P2.0 P2.1 P2.2 P2.3 P2.4 P3.0 P3.1 PLUMBING SCHEDULES WATER PLAN WATER ISOMETRIC DRAIN PLAN DRAIN ISOMETRIC PROCESS PIPING PLAN PLUMBING DETAILS PROCESS DETAILS E1.0 E1.1 ELECTRICAL PANELS & SCHEDULES ELECTRICAL RISER & MAIN DISTRIBUTION PANEL E2.0 E2.1 E2.2 E4.0 E4.1 ELECTRICAL LIGHTING PLAN ELECTRICAL POWER PLAN ELECTRICAL COMMUNICATION PLAN ELECTRICAL DETAILS ELECTRICAL DETAILS ME-1 REVERSE OSMOSIS PROCESS WATER DISTRIBUTION SCHEMATIC (FOR REFERENCE ONLY) TITLE SHEET ARCHITECTURAL SITE PLAN (REFERENCE ONLY) EVACUATION AND LIFE SAFETY PLAN PARTITION TYPES AND DETAILS WALL PENETRATION DETAILS WALL PENETRATION DETAILS FLOOR PLAN DIMENSION PLAN ENLARGED FLOOR PLANS FLOOR FINISH PLAN OWNER FURNISHED ITEMS PLAN REFLECTED CEILING PLAN ROOF PLAN (REFERENCE ONLY) DOOR AND WINDOW SCHEDULES ROOM FINISH SCHEDULES DOOR HARDWARE SETS AND KEYING SCHEDULE BUILDING SECTION (REFERENCE ONLY) EXTERIOR WALL SECTIONS INTERIOR ELEVATIONS DETAILS DETAILS DETAILS MILLWORK - MILLWORK KEY PLAN MILLWORK - TREATMENT ROOM ELEVATIONS MILLWORK - INTERIOR ELEVATIONS MILLWORK - INTERIOR ELEVATIONS MILLWORK - INTERIOR ELEVATIONS MILLWORK - INTERIOR ELEVATIONS (MILLWORK DRAWINGS PROVIDED BY OTHERS) These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: MHL Checked By: SBL Date Drafted: Project #: 10/11/2013 13049-02 A1 PROJECT NOTES REVISION DATE I _______________________________________, Architect of record certify that to the best of my knowledge and belief, I have incorporated to the fullest extent practical the latest revision of RECS Documents, as noted above, into the Contract Documents; and that I have reviewed the Contract Documents to ensure that they meet the requirements of RECS Contract Document Checklist, which is available upon request. 7,281 GSF TOTAL TENANT BUILD-OUT AREA: USE Other 4,628 GSF 732 NSF 1,921 GSF BUSINESS AREAS: ASSEMBLY AREAS: INCIDENTAL STORAGE / MECHANICAL AREA: OCCUPANT LOAD CALCULATIONS RESPONSIBILITY SCHEDULE Renovation TITLE SHEET SCALE: NONE T --- FMC Project Manager: David McKean OCCUPANCY CLASSIFICATION GROUP : REVISION DESCRIPTION CKA Senior Project Manager: Sarah B. Less, AIA, A.L.A. 920 Winter Street Waltham, MA 02451-1457 DATE Corporate Headquarters # Christopher D. Kidd, AIA, ALA, RIBA N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone: 262.901.0505 THE SHELL BUILDING WILL BE CONSTRUCTED BY THE LANDLORD FOR FMC'S TENANT BUILD-OUT. ALL WORK DESIGNATED AS "EXISTING" SHALL BE COMPLETED BY THE SHELL BUILDING CONTRACTOR PRIOR TO TURNOVER TO FMC AND SHOULD BE BID AS SUCH. DURING CONSTRUCTION TI CONTRACTOR SHALL COORDINATE ALL WORK WITH LANDLORD AND FMC PROJECT MANAGER. ZSH Fresenius Medical Care, N.A. CERTIFICATION THAT THE CONTRACT DOCUMENTS CONFORM TO FRESENIUS MEDICAL CARE'S DIALYSIS CLINIC STANDARDS ADDENDUM #1 Christopher Kidd & Associates, LLC THIS PROJECT INCLUDES THE TENANT BUILD-OUT OF APPROXIMATELY 7,281 GSF INTO A 17-CHAIR OUTPATIENT DIALYSIS CLINIC. THIS CLINIC ALSO INCLUDES AN EXAM ROOM, LOUNGE, OFFICES, AND WATER TREATMENT, ETC. THE SCOPE OF WORK INVOLVES HVAC, PLUMBING, AND ELECTRICAL WORK. 11/05/2013 BUILDING TENANT N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com ARCHITECT FMC Location #8830-1 1212 9th Street Greeley, CO 80631 PROJECT SITE FMC CERTIFICATION FMC - North Greeley PROJECT INFORMATION PROJECT TEAM Proposed Dialysis Clinic for: LOCATION MAPS Architects and Engineers FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 Christopher Kidd & Associates, LLC FMC - North Greeley EXISTING BIKE RACK EXISTING SIDEWALK EXISTING DO NOT ENTER SIGNAGE EXISTING GREEN SPACE (TYPICAL) EXISTING POLE MOUNTED LIGHTING (TYPICAL) EXISTING MONUMENT SIGN EXISTING GREEN SPACE (TYPICAL) EXISTING POLE MOUNTED LIGHTING (TYPICAL) EXISTING SIDEWALK Proposed Dialysis Clinic for: EXISTING HC PARKING EXISTING WHEEL STOPS EXISTING POLE MOUNTED LIGHTING (TYPICAL) EXISTING GAS METER EXISTING ELECTRIC METER EXISTING ELECTRICAL PANELS AND DISCONNECTS EXISTING CURB AND GUTTER AS INDICATED EXISTING SERVICE VEHICLE SIGNAGE STAFF ENTRANCE SPRINKLER ROOM ENTRANCE EXISTING SIDEWALK EXISTING SLOPED CONCRETE DELIVERY ENTRANCE EXISTING PARKING EXISTING HC PARKING SIGNAGE (TYPICAL) FMC - NORTH GREELEY 7,281 GSF EXISTING PARKING EXISTING SIDEWALK EXISTING SLOPED CONCRETE EXISTING SIDEWALK EXISTING LOADING AREA EXISTING CONCRETE DRAIN PAN EXISTING CONCRETE TRANSFORMER PAD EXISTING TRASH ENCLOSURE EXISTING PORTABLE GENERATOR LOCATION EXISTING POLE MOUNTED LIGHTING (TYPICAL) EXISTING FENCELINE These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 7'-0" 4 1/2" WHITE LETTERING APPLIED TO PAINTED SIGN PANEL TO MATCH 3M MATTE WHITE 7725-20 TOP VIEW Checked By: SBL Date Drafted: 10/15/2013 Project #: 13049-02 5" TEMPORARY SITE SIGNAGE SCALE: 3/4" = 1'-0" LOCATION PHONE NUMBER (3M MATTE WHITE 7725-20)TO BE PROVIDED BY FMC PROJECT MGR 4 X 4 PRESSURE TREATED POST PAINTED TO MATCH MATTHEWS 281-342SP --REVISION DESCRIPTION NOTE: 1. EXISTING CONDITIONS HAVE NOT BEEN FIELD VERIFIED AND CHRISTOPHER KIDD & ASSOCIATES DOES NOT GUARANTEE THE ACCURACY OF THE SITE PLAN DRAWING. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR VERIFYING THE EXISTING CONDITIONS. 2. PROVIDE TEMPORARY SITE SIGNAGE AT A LOCATION AGREED UPON BY THE FMC PROJECT MANAGER AND GENERAL CONTRACTOR. VERIFY LOCATION MEETS ALL REQUIRED LOCAL CODES. SEE DETAIL #3 ON THIS SHEET FOR SIGN INFORMATION. DATE NOTE: FMC LOGO, LETTERING AND LAYOUT LETTERING MUST COMPLY WITH FMC VISUAL IDENTITY STANDARDS AS INDICATED IN THE "FMC VISUAL IDENTITY GUIDE - AUGUST 2012" 1/2" MDO BOARD PAINTED TO MATCH 3M SULTAN BLUE 3630-157 # 6'-0" 3" 8" MATTE FINISH ALUMINUM APPLIED TO FACE OF MDO BOARD - TO MATCH 3M MATTE WHITE 7725-20 FRONT VIEW AT-11 MHL TRIANGLE, "FRESENIUS MEDICAL CARE" AND CLINIC LOCATION IN 3M SULTAN BLUE 3630-157 SIGN VINYL CLINIC LOCATION NAME SHALL BE PROVIDED BY FMC PROJECT MANAGER 1 Drafted By: 1/2" MDO BOARD PAINTED TO MATCH 3M SULTAN BLUE 3630-157 2'-0 1/2" 8" ALLEY 3'-4 1/2" 13TH AVENUE EXISTING PARKING EXISTING FDC FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 EXISTING SIDEWALK CLINIC PATIENT ENTRANCE EMERGENCY EXIT EXISTING CURB AND GUTTER AS INDICATED N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com EXISTING SIDEWALK Architects and Engineers Christopher Kidd & Associates, LLC 9TH STREET ARCHITECTURAL SITE PLAN SCALE: 3/32" = 1'-0" (REFERENCE ONLY) A1.0 SYMBOL LEGEND E E E - E GENERAL NOTES - - E NIGHT LIGHT WITH EMERGENCY BACKUP (EGRESS) E ALL WALLS TO BE WALL TYPE 'B' UNLESS NOTED OTHERWISE, SEE SYMBOL LEGEND FOR WALL TYPE SYMBOL AND LS2.0 FOR WALL TYPE DETAILS E FIRE EXTINGUISHERS LOCATED PER CODE CEILING MOUNTED 1x4 LIGHT WITH EMERGENCY BACKUP (EGRESS) SUSPENDED 1x4 LIGHT WITH EMERGENCY BACKUP (EGRESS) - FIRE ALARM VISUAL F - FIRE ALARM AUDIO/VISUAL FIRE/SMOKE BARRIER - 1-HR FIRE RATED BARRIER FAAP - FIRE ALARM ANNUNCIATOR - 2-HR FIRE RATED BARRIER FACP - FIRE ALARM CONTROL PANEL - EXIT TRAVEL DISTANCE - SINGLE FACE EXIT SIGN - PARTITION TYPE SYMBOL (SEE SHEET LS2.0) - DOUBLE FACED EXIT SIGN - DIRECTIONAL EXIT SIGN - WALL MOUNTED FIRE EXTINGUISHER - FEC - SEMI RECESSED FIRE EXTINGUISHER CABINET EMERGENCY EGRESS LIGHT BATTERY UNIT S - SMOKE DETECTOR H - HEAT DETECTOR EXTERIOR WALL MOUNTED 2 BULB EMERGENCY EGRESS LIGHT CM - CARBON MONOXIDE DETECTOR - EXIT SIGN WITH EMERGENCY EGRESS LIGHT E THE CONSTRUCTION OF THE CLINIC SHALL MEET BOTH THE LIFE SAFETY CODE AND INTERNATIONAL BUILDING CODE REQUIREMENTS (TYPE VB CONSTRUCTION) V - FE LIGHT WITH EMERGENCY BACKUP (EGRESS) FIRE ALARM PULL STATION SMOKE PARTITION X SUSPENDED 1x4 NIGHT LIGHT WITH EMERGENCY BACKUP (EGRESS) - F - NIGHT LIGHT WITH EMERGENCY BACKUP (EGRESS) CEILING MOUNTED 1x4 NIGHT LIGHT WITH EMERGENCY BACKUP (EGRESS) WALL MOUNTED LIGHT WITH EMERGENCY BACKUP (EGRESS) EXIT - EXTERIOR CANOPY MOUNTED SINGLE BULB EMERGENCY EGRESS LIGHT - EGRESS ROUTE SMOKE DETECTION AND FIRE ALARM SYSTEM DESIGN/BUILD PER CODE SPRINKLER SYSTEM - DESIGN/BUILD PER CODE TOTAL SQUARE FOOTAGE OF BUILDING ~ 7,281 GSF 42" BREAKAWAY EXIT WIDTH (MAXIMUM CAPACITY: 263 PEOPLE) BUSINESS AREAS: (4,628 GSF) = 100 SF GROSS PER OCCUPANT = 47 OCCUPANTS ASSEMBLY AREAS: (732 NSF) = 15 SF NET PER OCCUPANT = 49 OCCUPANTS P EXIT V E L6 E VESTIBULE 100 S E D SEPARATION ROOM 109 S F F J E PATIENT TOILET 103 TREATMENT ROOM 108 TYP B UNO V S E ℄ WAITING ROOM 101 42" DOOR S S PREP SINK 111 NURSE STATION 110 PATIENT PREP 107 S ℄ V L D CM PREP SINK 112 S E S MED PREP 113 ℄ WHEELCHAIR STORAGE 114 PREP SINK 115 ℄ ℄ V ℄ S S ℄ NURSE STATION 117 E E E RECEPTION 105 V ℄ E L1E COATS 104 ℄ F V E 36" DOOR E ℄ S E CONFERENCE ROOM 123 S V L6 E E ℄ ℄ PREP SINK 116 ℄ ℄ A E J MEDICAL RECORDS 106 E P ℄ LAB PREP 119 E E D E S E A 36" DOOR S L6 V DOCTOR / EXAM 124 CORRIDOR 121 F V MAX TRAVEL DISTANCE: 95' B6 FEC D6 D6 V F V S PATIENT TOILET 118 D D 42" DOOR CORRIDOR 122 B6 S E S These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. E P E V E PHONE DATA 136 CLINIC MANAGER 120 E V PSDS/ GRANUFLO 138 S D STAFF LOUNGE 130 CLEAN SUPPLIES 139 D BPW S MULTI-PURPOSE OFFICE 125 V E E WATER TREATMENT 137 S L7E E S C E V C SOILED UTILITY 140 V H L S C D Copyright 2013 Drafted By: MHL Checked By: SBL Date Drafted: 10/15/2013 Project #: F CM D A A S E C E E STAFF LOCKERS 126 V STAFF SHOWER 129 D6 V TECH REPAIR 131 D C WATER HEATER 135 JANITOR CLOSET V 141 S MECHANICAL/ STORAGE 134 F --- S 13049-02 REVISION DESCRIPTION TRAVEL DISTANCE ALLOWED: 300' TRAVEL DISTANCE PROVIDED: 95' E E S D S B6 D D MAX TRAVEL DISTANCE: 57' S S C E L6 STAFF TOILET 127 V V EXIT EX F F STAFF TOILET 128 36" EXIT DOOR (MAXIMUM CAPACITY: 223 PEOPLE) E D6 SPRINKLER ROOM 132 ELECTRICAL ALCOVE 133 S D S V D MED WASTE 142 FE F F C EXIT # E DATE TOTAL MAX. OCCUPANT LOAD = 103 EXITS REQUIRED: 2 EXITS PROVIDED: 4 F F FE EXIT FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 PATIENT TOILET 102 V D Proposed Dialysis Clinic for: INCIDENTAL STORAGE/MECH. (1,921 GSF) = 300 SF GROSS PER OCCUPANT = 7 OCCUPANTS 48" EXIT DOOR (MAXIMUM CAPACITY: 303 PEOPLE) N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com - LIGHT WITH EMERGENCY BACKUP Christopher Kidd & Associates, LLC - E Architects and Engineers (NOT ALL SYMBOLS NECESSARILY USED) (2) 36" EXIT DOORS (MAXIMUM CAPACITY: 453 PEOPLE) P EVACUATION AND LIFE SAFETY PLAN SCALE: 1/4" = 1'-0" LS1.0 EXISTING ROOF DECK ABOVE CONTRACTOR TO VERIFY CONST. TYPE EXISTING ROOF DECK ABOVE CONTRACTOR TO VERIFY CONST. TYPE NEW GYPSUM BOARD (DENS ARMOR PLUS WALLBOARD WHERE REQUIRED) OVER VAPOR BARRIER TO UNDERSIDE OF STRUCTURE ABOVE. HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB, PROVIDE SEALANT AND BACKER ROD FINISH FLOOR ELEV = 100'-0" NOTES: 1. DENSARMOR PLUS WALLBOARD REQUIRED AT ALL TOILET ROOMS, LOUNGE "WET WALL" AREAS, AND ALL WALL AREAS ADJACENT TO SINKS THROUGHOUT. EXISTING SLAB ON GRADE EXISTING FOUNDATION WALL 3" = 1'-0" SCALE: 1 1/2" = 1'-0" NOTE: 1. FIRE RETARDANT BLOCKING IS REQUIRED FOR ALL WALL MOUNTED/ WALL HUNG ITEMS. 2. ALL WOOD BLOCKING AND BACKING MUST BE FIRE RETARDANT, TREATED AND FACTORY STAMPED. TAPE AND JOINT COMPOUND OVER JOINT REINFORCEMENT 5/8" GYPSUM BOARD ON METAL STUDS 5/8" GYPSUM BOARD ON METAL STUDS (SEE WALL TYPE FOR STUD SIZE) HOLD GYP. BOARD 1/2" FROM SLIPTRACK SYSTEM, PROVIDE CONTINUOUS SEALANT OF ELASTOMERIC FIRE STOP FROM TOP OF GYP. BOARD TO STRUCTURE ABOVE. FILL EXPOSED FLUTES AND VOIDS WITH FIRE-SAFING INSULATION. SOUND BATT INSULATION NOTES: 1. DENSARMOR PLUS WALLBOARD REQUIRED AT ALL TOILET ROOMS, LOUNGE "WET WALL" AREAS, AND ALL WALL AREAS ADJACENT TO SINKS THROUGHOUT. 2. PROVIDE CONTROL JOINTS IN GYPSUM BOARD AT 30'-0" OC MAXIMUM, SEE SPECIFICATION MANUAL SECTION 09260 FOR MORE INFORMATION 3. CONTRACTOR SHALL VERIFY LIMITING HEIGHTS OF METAL STUDS WITH MANUFACTURER PRIOR TO COMPLETION OF BIDS. CONTRACTOR SHALL PROVIDE THICKER GAUGE STUD/TIGHTER SPACING AS REQUIRED. 4. SEE DETAIL #10 ON THIS SHEET FOR PARTITION HEAD ANCHORAGE, TYPICAL AT ALL PARTITIONS. SOUND BATT INSULATION 1-LAYER 5/8" TYPE 'X' GYPSUM BOARD (DENS ARMOR PLUS WHERE REQUIRED) EACH SIDE OVER 3-5/8"-20 GA STEEL FRAMING AT 16" OC MAXIMUM, HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB, PROVIDE SEALANT AND BACKER ROD BASE AS SCHEDULED .177 X 1" MINIMUM SHOT-IN ANCHOR AT 24" OC MAXIMUM SEALANT EACH SIDE VERIFY FLOOR CONSTRUCTION 3-5/8"-20 GA STEEL STUD BRACING AT 48" OC, ALTERNATE SIDES (4) #8 x 1/2" METAL SCREWS, BRACING TO RUNNER SOUND BATT INSULATION CEILING AS SCHEDULED 1-LAYER 5/8" TYPE 'X' GYPSUM BOARD (DENS ARMOR PLUS WHERE REQUIRED) EACH SIDE OVER 3-5/8"-20 GA STEEL FRAMING AT 16" OC MAXIMUM, HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB, PROVIDE SEALANT AND BACKER ROD BASE AS SCHEDULED .177 X 1" MINIMUM SHOT-IN ANCHOR AT 24" OC MAXIMUM SEALANT EACH SIDE FINISH FLOOR ELEV = 100'-0" FINISH FLOOR ELEV = 100'-0" D PARTITION 'D' SCALE: OPTION: EXTEND STEEL STUD TO STRUCTURE AT 4'-0" OC MAXIMUM CEILING AS SCHEDULED 'D6' DENOTES 6" METAL STUD 4 BOTTOM OF STRUCTURE ABOVE ±13'-11' A.F.F. (VIF) BOTTOM OF STRUCTURE ABOVE ±13'-11' A.F.F. (VIF) VERIFY FLOOR CONSTRUCTION DASHED LINE REPRESENTS SMOKE PARTITION D6 PARTITION 'A' D 1 1 1/2" = 1'-0" SCALE: A 1 1/2" = 1'-0" EXISTING ROOF DECK ABOVE CONTRACTOR TO VERIFY CONST. TYPE 3/4" PLYWOOD BLOCKING EXTEND FROM 3'-0" TO 7'-0" AFF WHERE INDICATED THROUGHOUT SET EXISTING WOOD ROOF STRUCTURE (FIELD VERIFY EXISTING CONSTRUCTION) ANCHOR STEEL STUDS TO EXISTING STRUCTURE OR 2X BLOCKING BETWEEN TRUSSES 24" O.C. 7" PROVIDE 2 X BLOCKING BETWEEN EXISTING STRUCTURE, AS REQUIRED TOP OF CAP ELEV. = SEE A2.0 EXISTING BATT INSULATION, INFILL ANY VOIDS 5" NOMINAL WALL THICKNESS TYPICAL UNLESS NOTED OTHERWISE 12 WOOD BLOCKING (SEE WALL TYPE FOR BLOCKING SIZE TYPICAL PARTITION INTERSECTION SCALE: PROVIDE 3 1/2" TUBE STEEL SUPPORTS SECURED TO CONCRETE SLAB WITH CONCRETE EXPANSION BOLTS AT 4'-0" OC AND AT ENDS OF LONG PARTIAL-HEIGHT WALL RUNS - POSITION TO LIMIT INTERFERENCE WITH PLUMBING AND ELECTRICAL RUNS. 3" = 1'-0" 8 SCALE: BOTTOM OF STRUCTURE ABOVE ±13'-11' A.F.F. (VIF) OPTION: EXTEND STEEL STUD TO STRUCTURE AT 4'-0" OC MAXIMUM 3" = 1'-0" NOTES: 1. DENSARMOR PLUS WALLBOARD REQUIRED AT ALL TOILET ROOMS, LOUNGE "WET WALL" AREAS, AND ALL WALL AREAS ADJACENT TO SINKS THROUGHOUT. 2. PROVIDE CONTROL JOINTS IN GYPSUM BOARD AT 30'-0" OC MAXIMUM, SEE SPECIFICATION MANUAL SECTION 09260 FOR MORE INFORMATION 3. CONTRACTOR SHALL VERIFY LIMITING HEIGHTS OF METAL STUDS WITH MANUFACTURER PRIOR TO COMPLETION OF BIDS. CONTRACTOR SHALL PROVIDE THICKER GAUGE STUD/TIGHTER SPACING AS REQUIRED. 4. SEE DETAIL #10 ON THIS SHEET FOR PARTITION HEAD ANCHORAGE, TYPICAL AT ALL PARTITIONS. .177 X 1" MINIMUM SHOT-IN ANCHOR AT 24"OC MAXIMUM 1-LAYER 5/8" TYPE 'X' GYPSUM BOARD (DENS ARMOR PLUS WHERE REQUIRED) EACH SIDE 3-5/8"-20 GA STEEL FRAMING AT 16" OC MAXIMUM, HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB, PROVIDE SEALANT AND BACKER ROD PLYWOOD BLOCKING DETAIL 1-HOUR RATED CEILING (CEILING MEMBRANE GA FILE NO. 610-02) SEALANT EACH SIDE FINISH FLOOR ELEV = 100'-0" VERIFY FLOOR CONSTRUCTION 5 SMOKE PARTITION PROTECT ALL OPENINGS AND PENETRATIONS (MED RECORDS, SOILED UTILITY, MED WASTE, JANITOR, WIRING CLOSET AND STORAGE WALLS) 5" NOMINAL WALL THICKNESS TYPICAL U.N.O. SCALE: 1 1/2" = 1'-0" NOTES: 1. STENCILS SHALL BE APPLIED TO EACH AND EVERY RATED WALL IN THE FACILITY. 2. SOME JURISDICTIONS MAY HAVE A SPECIFIC HEIGHT REQUIREMENT FOR THE LETTERING AND SPACING, ADJUST ACCORDINGLY. 3. SOME JURISDICTIONS MAY HAVE A SPECIFIC WORDING/PHRASING REQUIREMENTS FOR THE STENCIL, ADJUST ACCORDINGLY. 4. STENCILS SHALL BE APPLIED SO THAT THE BOTTOM OF THE LETTERS ARE 6" ABOVE THE CEILING GRID AND AT EVERY 10'-0" ON CENTER ALONG THE LENGTH OF THE WALL. 5. WHERE THERE IS NOT A CEILING GRID, STENCILS SHALL BE APPLIED 10'-0" AFF, AND AT EVERY 10'-0" ON CENTER ALONG THE LENGTH OF THE WALL. SEE FLOOR PLANS FOR PARTITION TYPE 2 SCALE: 3" = 1'-0" AG-22 SCALE: EXISTING BATT INSULATION, INFILL ANY VOIDS NOTES: 1. DENSARMOR PLUS WALLBOARD REQUIRED AT ALL TOILET ROOMS, LOUNGE "WET WALL" AREAS, AND ALL WALL AREAS ADJACENT TO SINKS THROUGHOUT. 2. PROVIDE CONTROL JOINTS IN GYPSUM BOARD AT 30'-0" OC MAXIMUM, SEE SPECIFICATION MANUAL SECTION 09260 FOR MORE INFORMATION. 3. CONTRACTOR SHALL VERIFY LIMITING HEIGHTS OF METAL STUDS WITH MANUFACTURER PRIOR TO COMPLETION OF BIDS. CONTRACTOR SHALL PROVIDE THICKER GAUGE STUD/TIGHTER SPACING AS REQUIRED. 4. SEE DETAIL #10 ON THIS SHEET FOR PARTITION HEAD ANCHORAGE, TYPICAL AT ALL PARTITIONS. EX. R-30 BLOWN-IN INSULATION EX. 6 MIL. VAPOR BARRIER LINE OF STRUCTURE ABOVE EX. (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD (1-HOUR FIRE RATED MEMBRANE GA FILE NO. 610-02) FRAMING SCREWS (TYPICAL) 5/8" DEFLECTION GAP SLIPTRACK SYSTEM SLOTTED TRACK (4) #8 x 1/2" METAL SCREWS, BRACING TO RUNNER LINE OF STRUCTURE ABOVE EX. (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD (1-HOUR FIRE RATED MEMBRANE GA FILE NO. 610-02) 3" = 1'-0" NOTES: 1. DENSARMOR PLUS WALLBOARD REQUIRED AT ALL TOILET ROOMS, LOUNGE "WET WALL" AREAS, AND ALL WALL AREAS ADJACENT TO SINKS THROUGHOUT. 2. PROVIDE CONTROL JOINTS IN GYPSUM BOARD AT 30'-0" OC MAXIMUM, SEE SPECIFICATION MANUAL SECTION 09260 FOR MORE INFORMATION 3. CONTRACTOR SHALL VERIFY LIMITING HEIGHTS OF METAL STUDS WITH MANUFACTURER PRIOR TO COMPLETION OF BIDS. CONTRACTOR SHALL PROVIDE THICKER GAUGE STUD/TIGHTER SPACING AS REQUIRED. 4. SEE DETAIL #10 ON THIS SHEET FOR PARTITION HEAD ANCHORAGE, TYPICAL AT ALL PARTITIONS. BATT INSULATION CEILING AS SCHEDULED BASE AS SCHEDULED .177 X 1" MINIMUM SHOT-IN ANCHOR AT 24" OC MAXIMUM SEALANT EACH SIDE VERIFY FLOOR CONSTRUCTION FINISH FLOOR ELEV = 100'-0" 6 PARTITION 'L' SCALE: 1 1/2" = 1'-0" L B B6 1-HOUR RATED CEILING (CEILING MEMBRANE GA FILE NO. 610-02) 'L6' DENOTES 6" METAL STUD EX. 6 MIL. VAPOR BARRIER SCALE: FINISH FLOOR ELEV = 100'-0" EXISTING BATT INSULATION, INFILL ANY VOIDS 3-5/8"-20GA STEEL STUD BRACING AT 48" OC, ALTERNATE SIDES EX. R-30 BLOWN-IN INSULATION 10 SEALANT EACH SIDE PROVIDE 2 X BLOCKING BETWEEN EXISTING STRUCTURE, AS REQUIRED BOTTOM OF STRUCTURE ABOVE ±13'-11' A.F.F. (VIF) PARTITION HEAD ANCHORAGE .177 X 1" MINIMUM SHOT-IN ANCHOR AT 24" OC MAXIMUM ANCHOR STEEL STUDS TO EXISTING STRUCTURE OR 2X BLOCKING BETWEEN TRUSSES 24" O.C. OPTION: EXTEND STEEL STUD TO STRUCTURE AT 4'-0"OC MAXIMUM STEEL STUD PARTITION BRACING BASE AS SCHEDULED EXISTING WOOD ROOF STRUCTURE (FIELD VERIFY EXISTING CONSTRUCTION) PROVIDE 2 X BLOCKING BETWEEN EXISTING STRUCTURE, AS REQUIRED 3/4" = 1'-0" STUD WALL WIDTH VARIES 1-LAYER 5/8" TYPE 'X' GYPSUM BOARD (DENS ARMOR PLUS WHERE REQUIRED) EACH SIDE OVER 3-5/8"-20 GA STEEL FRAMING AT 16" OC MAXIMUM, HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB, PROVIDE SEALANT AND BACKER ROD EXISTING ROOF DECK ABOVE CONTRACTOR TO VERIFY CONST. TYPE ANCHOR STEEL STUDS TO EXISTING STRUCTURE OR 2X BLOCKING BETWEEN TRUSSES 24" O.C. 6" SCALE: SOUND BATT INSULATION 1 1/2" = 1'-0" EXISTING WOOD ROOF STRUCTURE (FIELD VERIFY EXISTING CONSTRUCTION) SMOKE PARTITION STENCIL 1 1/4" 13 9 CEILING AS SCHEDULED PARTITION 'B' 1-HOUR RATED CEILING (CEILING MEMBRANE GA FILE NO. 610-02) TYPICAL PARTITION CORNER SOUND BATT INSULATION 'B6' DENOTES 6" METAL STUD EXISTING ROOF DECK ABOVE CONTRACTOR TO VERIFY CONST. TYPE TAPE AND JOINT COMPOUND OVER CORNER REINFORCEMENT (4) #8 x 1/2" METAL SCREWS, BRACING TO RUNNER VERIFY FLOOR CONSTRUCTION 3" (TYPICAL) 5/8" GYPSUM BOARD ON METAL STUDS CORNER BEAD AND JOINT COMPOUND PARTITION 'J' J 3-5/8"-20GA STEEL STUD BRACING AT 48" OC, ALTERNATE SIDES L6 3 PARTITION 'C' SCALE: Copyright 2013 Drafted By: MHL BOTTOM OF STRUCTURE ABOVE ±13'-11' A.F.F. (VIF) Checked By: SBL HOLD GYP. BOARD 1/2" FROM SLIPTRACK SYSTEM, PROVIDE CONTINUOUS SEALANT FROM TOP OF GYP. BOARD TO STRUCTURE ABOVE. Date Drafted: 10/15/2013 Project #: 13049-02 BATT INSULATION CEILING AS SCHEDULED 1-LAYER 5/8" TYPE 'X' GYPSUM BOARD (DENS ARMOR PLUS WHERE REQUIRED) EACH SIDE OVER 3-5/8"-20 GA STEEL FRAMING AT 16" OC MAXIMUM, HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB, PROVIDE SEALANT AND BACKER ROD BASE AS SCHEDULED .177 X 1" MINIMUM SHOT-IN ANCHOR AT 24" OC MAXIMUM SEALANT EACH SIDE VERIFY FLOOR CONSTRUCTION FINISH FLOOR ELEV = 100'-0" C 1 1/2" = 1'-0" PARTITION TYPES AND DETAILS SCALE: VARIES These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. --- SEE FLOOR PLANS FOR PARTITION TYPE SOLID SURFACE CAP PROVIDED BY OWNER'S MILLWORK VENDOR 6" TAPE AND JOINT COMPOUND OVER CORNER REINFORCEMENT DATE SCALE: 7 PARTITION 'P' P NOTES: 1. DENSARMOR PLUS WALLBOARD REQUIRED AT ALL TOILET ROOMS, LOUNGE "WET WALL" AREAS, AND ALL WALL AREAS ADJACENT TO SINKS THROUGHOUT. 2. CONTROL JOINTS IN GYPSUM BOARD SHALL BE 30'-0" OC MAXIMUM, SEE SPECIFICATION MANUAL SECTION 09260 FOR MORE INFORMATION. 3. CONTRACTOR SHALL VERIFY LIMITING HEIGHTS OF METAL STUDS WITH MANUFACTURER PRIOR TO COMPLETION OF BIDS. CONTRACTOR SHALL PROVIDE THICKER GAUGE STUD/TIGHTER SPACING AS REQUIRED. 4. SEE DETAIL #16 ON THIS SHEET FOR PARTITION HEAD ANCHORAGE, TYPICAL AT ALL PARTITIONS. 5. PROVIDE SMOKE SEALS FOR SMOKE PARTITION - VERIFY LOCATION ON PLANS. ALL PENETRATIONS THROUGH SMOKE PARTITIONS SHALL BE FILLED WITH A MATERIAL THAT IS CAPABLE OF MINIMIZING THE TRANSFER OF SMOKE AND PROTECTED BY AN APPROVED DEVICE THAT IS DESIGNED FOR THE SPECIFIC PURPOSE. EQUIVALENT TO STI SMOKE ‘N’ SOUND SEALANT. 1-HOUR RATED CEILING (CEILING MEMBRANE GA FILE NO. 610-02) # 11 1-HOUR RATED CEILING (CEILING MEMBRANE GA FILE NO. 610-02) EXISTING BRICK VENEER BASE AS SCHEDULED SMOKE PARTITION/ FIRE BARRIER INTERSECTION VERIFY EXISTING CONSTRUCTION OF EXTERIOR WALL EXISTING BATT INSULATION, INFILL ANY VOIDS REVISION DESCRIPTION SMOKE PARTITION/ FIRE BARRIER 5" NOMINAL WALL THICKNESS TYPICAL UNLESS NOTED OTHERWISE EXISTING BATT INSULATION, INFILL ANY VOIDS N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com TAPE AND JOINT COMPOUND OVER CORNER REINFORCEMENT NEW CEILING AS SCHEDULED EXISTING LOW MAINTENANCE FIBER CEMENT SIDING FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 NON-RATED PARTITION PROVIDE 2 X BLOCKING BETWEEN EXISTING STRUCTURE, AS REQUIRED PROVIDE 2 X BLOCKING BETWEEN EXISTING STRUCTURE, AS REQUIRED Architects and Engineers NEW 1-HOUR RATED CEILING (CEILING MEMBRANE GA FILE NO. 610-02) SMOKE PARTITION/ FIRE BARRIER 5/8" TYPE 'X' GYPSUM BOARD ON METAL STUDS EXISTING LOW MAINTENANCE FIBER CEMENT FASCIA TRIM Proposed Dialysis Clinic for: 5/8" TYPE 'X' GYPSUM BOARD ON METAL STUDS ANCHOR STEEL STUDS TO EXISTING STRUCTURE OR 2X BLOCKING BETWEEN TRUSSES 24" O.C. ANCHOR STEEL STUDS TO EXISTING STRUCTURE OR 2X BLOCKING BETWEEN TRUSSES 24" O.C. 6" NEW R-30 BLOWN IN INSULATION 18.5" MAX DEPTH AND 6 MIL VAPOR BARRIER TAPE AND JOINT COMPOUND OVER JOINT REINFORCEMENT EXISTING WOOD ROOF STRUCTURE (FIELD VERIFY EXISTING CONSTRUCTION) EXISTING WOOD ROOF STRUCTURE (FIELD VERIFY EXISTING CONSTRUCTION) Christopher Kidd & Associates, LLC BOTTOM OF STRUCTURE ABOVE ±13'-11' A.F.F. (VIF) LS2.0 System No. W-L-2088 System No. W-L-7008 System No. W-L-1146 May 23, 2005 F Ratings – 1 and 2 Hr (See Item 1) T Ratings – 0, 1 and 2 Hr (See Item 2) June 15, 2005 F Rating – 1 & 2 Hr (See Item 1) T Ratings – 0 Hr September 03, 2004 F Ratings – 1 and 2 Hr (See Item 1) T Rating – 0 Hr 1A 3 A 1A 2 2 3B A 1A 3A A 1B Through Penetrants – One nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space for max 1-1/4 in. (32 mm) diam pipe or conduit shall be min 0 in. (point contact) to max 7/8 in. (0 mm to max 22 mm). The annular space for pipe or conduit larger than nom 1-1/4 in. (32 mm). diam shall be min 1/2 in. to max 1 in. (13 mm to max 25 mm). Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe – Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Polyvinyl Chloride (PVC) Pipe – Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) piping system. C. Chlorinated Polyvinyl Chloride (CPVC) Pipe – Nom 3 in. (76 mm) diam (or smaller) SDR 11 CPVC pipe for use in closed (process or supply) piping systems. D. Rigid Nonmetallic Conduit++ – Nom 3 in. (76 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No 70). E. Electrical Nonmetallic Tubing (ENT)++ – Nom 1 in. (25 mm) diam (or smaller) ENT formed of PVC, installed in accordance with Article 331 of the National Electrical Code (NFPA No. 70). 2 3 A 1. 1. 2. 3. T Rating Hr 1/2 to 3 (13 to 76) 1 c 1 1/2 to 1-1/4 (13 to 32) 1 v 1 1/2 to 1-1/4 (13 to 32) 2 c 2 1/2 to 1-1/4 (13 to 32) 2 v 1 2 (51) 1 v 0 2 (51) 2 v 0 Wall Assembly – The 1 and 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs – Wall framing shall consist of steel channel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. Additional 3-1/2 in. (89 mm) wide steel studs shall be used to completely frame opening. B. Gypsum Board* – Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max size of opening to be 1216 sq in. (188.5 cm2) with a max dimension of 38 in. (965 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. The hourly T Rating is dependent on the hourly rating of the wall assembly, the pipe or conduit size and whether the pipe is intended for use as a closed or vented system, as shown in the following table. Closed (c) or Vented (v) SECTION A-A SECTION A-A F. Acrylonitrile Butadiene Styrene (ABS) Pipe – Nom. 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Wall Assembly Rating Hr 1B 4 See Rigid Nonmetallic Condui t (DZKT) and Electrical Nonmetallic Tubing (FKHU) categories in the UL Electrical Construction Equipment Directory for names of manufacturers. Nom Pipe Diam In. (mm) 3. Through Penetran t – Nom 36 by 30 in. (914 by 762 mm) (or smaller) No. 24 gauge (or heavier) galv steel duct to be installed either concentrically or eccentrically within the firestop system. An annular space of min 0 in. (0 mm) (point contact) to max 2 in. (51 mm) is required within the firestop system. Steel duct to be rigidly supported on both sides of floor or wall assembly. Firestop System – The details of the firestop system shall be as follows: A. Packing Material (Optional) – Polyethylene backer rod, mineral wool batt insulation or fiberglass batt insulation friction-fit into annular space for 2 hr rated wall assemblies only. Packing material to be recessed from both surfaces of wall to accommodate the required thickness of fill material (Item 3B). B. Fill, Void or Cavity Material* – Caulk or Sealant – Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At the point contact location between duct and wallboard, a min 1/4 in. (6 mm) diam bead of sealant shall be applied at the wallboard/duct interface on both surfaces of wall assembly. Fill, Void or Cavity Materials* – Caulk, Sealant or Putty – Min thickness of 5/8 in. and 1-1/4 in. (16 mm and 32 mm) of caulk or putty for 1 and 2 hr rated wall assemblies, respectively, applied within annulus between pipe or conduit and periphery of the opening, flush with both surfaces of wall assembly. At the point contact location between pipe or conduit and gypsum board, a min 1/2 in. (13 mm) diam bead of caulk or putty shall be applied at the pipe or conduit/wallboard interface on both surfaces of wall assembly. C. Retaining Angles – Min 16 gauge galv steel angles sized to lap duct a min of 2 in. (51 mm) and lap wall surfaces of a min of 1 in. (25 mm). Angles attached to duct on both sides of wall with min 1/2 in. (13 mm) long, No. 10 (or larger) sheet metal screws spaced a max of 1 in. (25 mm) from each end of duct and spaced a max of 6 in. (152 mm) OC. * Bearing the UL Classification Marking Wall Assembly – The 1 or 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 in. (51 mm by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 in. to 6 in. (102 to 152 mm) wider and 4 in. to 6 in. (102 to 152 mm) higher than the diam of the penetrating item such that, when the penetrating item is centered in the opening, a 2 in. to 3 in. (51 mm to 76 mm) clearance is present between the penetrating item and the framing in all four sides. B. Gypsum Board* – The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm) for steel stud walls. Max diam of opening is 14-1/2 in. (368 mm) for wood stud walls. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant – One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (point contact) to max 2 in. (0 mm to 51 mm). Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe – Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe – Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit – Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical metallic tubing D. Copper Tubing – Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe – Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Materials* – Caulk or Sealant – Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. Min 1/2 in. (13 mm) diam bead of caulk applied to the penetrant/wallboard interface at the point contact location onboth sides of wall. 3M COMPANY – CP 25WB+ caulk or FB-3000 WT sealant 3M COMPANY – CP 25WB+, IC 15WB+ caulk, FB-3000 WT sealant or MP+ Stix putty (Note: CP 25WB+ not suitable for use with CPVC pipes.) 1B A 3M COMPANY – CP 25WB+ caulk or FB-3000 WT sealant. * Bearing the UL Classification Mark This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory. This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory. +++ Bearing the UL Listing Mark. * Bearing the UL Classification Marking This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory. 5 NON-METALLIC PIPE PENETRATION DETAIL SCALE : N.T.S. 3 HVAC DUCT PENETRATION DETAIL 1 SCALE : N.T.S. METALLIC PIPE PENETRATION DETAIL SCALE : N.T.S. System No. W-L-3032 System No. W-L-5040 System No. W-L-8010 September 07, 2004 (Formerly System No. 590) F Ratings – 1 and 2 Hr(See Item 1) T Rating – 0 and 1/4 Hr (See Item 3F) L Rating At Ambient – 76 CFM/sq ft L Rating At 400 F – 7 CFM/sq ft September 07, 2004 F Ratings – 1 and 2 Hr (See Item 1) T Ratings – 1/4, 1/2 and 3/4 Hr (See Item 2) May 19, 2005 F Ratings – 1 & 2 Hr (See Item 1) T Ratings – 1/4, 3/4, 1, 1-1/2 and 1-3/4 Hr (See Items 2 & 3) 1A A 4 1A A 1A 1B 4 2 5 5 5 1B 4 4 A N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 2. Wall Assembly – The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 in. (51 mm by 102mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* – Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Diam of opening shall be 7/8 in. (22 mm) larger than the outside diam of nonmetallic pipe or conduit (Item 2). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 1. Architects and Engineers SECTION A-A Christopher Kidd & Associates, LLC 2 Proposed Dialysis Clinic for: A 3 4 4 3B 3 1. 2. 3A. 3 Wall Assembly – The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 in. (51 mm to max 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-5/8 in. (92 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* – Nom 5/8 in. (16 mm) thick gypsum board, as specified in the individual Wall and Partition Design. Max area of opening is 65-1/4 sq in. (421 cm2) with max dimension of 14-1/2 in. (368 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly. Through Penetrants – A max of four pipes, conduits or tubing to be installed within the opening. The space between pipes, conduits or tubing shall be min 1/2 in to max 1-5/16 in. (13 mm to max 33 mm). The space between pipes, conduits or tubing and periphery of opening shall be min 1-3/16 in. (30 mm) for uninsulated copper tubes and copper pipes (Items 2C and 2D) and 0 in. (point contact) for insulated copper tubes and copper pipes and uninsulated steel pipes and conduit (Item 2B). The space between pipes, conduits or tubing and periphery of opening shall be max 1-5/16 in. (33 mm). Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe – Nom 2 in. (51 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. B. Conduit – Nom 2 in. (51 mm) diam (or smaller) steel electrical metallic tubing or steel conduit. C. Copper Tubing – Nom 2 in. (51 mm) diam (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe – Nom 2 in. (51 mm) diam (or smaller) Regular (or heavier) copper pipe. When uninsulated steel pipe or conduit is used, T Rating is 3/4 hr and 1-1/2 hr for 1 and 2 hr rated assemblies, respectively . When uninsulated copper tubing or pipe is used, T Rating is 1/4 hr for both 1 and 2 hr rated assemblies. Pipe Covering* (Optional) – Nom 1 in. (25 mm) hollow cylindrical heavy density glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. 2 2 Tube Insulation – Plastics # (Optional) – Nom 3/4 in. (19 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. B. 2. 3. See Plastics (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94-5VA may be used. When tube insulation is used on all through penetrants, T Rating is 3/4 hr and 1-1/2 hr for 1 and 2 hr rated assemblies, respectively. 4. 5. 3 4 SECTION A-A 1. Wall Assembly – The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. Gypsum Board* – Nom 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening in wallboard layers is 7 in. The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr when installed in a 2 hr fire rated wall. Through Penetrants – One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe – Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. When steel pipe is used, T Rating is 3/4 hr. B. Copper Tubing – Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. T Rating is 3/4 hr for copper tubing of nom 2 in. diam and smaller. For copper tubing greater than nom 2 in. diam, T Rating is 1/4 and 1/2 hr when installed in 1 and 2 hr rated walls, respectively. C. Copper Pipe – Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. T Rating is 3/4 hr for copper pipe of nom 2 in. diam and smaller. For copper pipe greater than nom 2 in. diam, T Rating is 1/4 and 1/2 hr when installed in 1 and 2 hr rated wall respectively. Pipe Insulation – Plastics# – Nom 3/4 in. thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. The annular space between the insulated pipe and the edge of the through opening shall be min zero in. (point contact) to max 1-1/4 in. See Plastics# (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94-5VA may be used. Fill, Void or Cavity Material* – Caulk or Sealan t – Min 5/8 in. or 1-1/4 in. (16 mm or 32 mm) thickness of fill material, for 1 or 2 hr walls, respectively, applied within the annulus, flush with both surfaces of wall. At point contact locations, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the wall/pipe and wall/pipe insulation interface on both surfaces of wall. 3M COMPANY – CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant 4. Fill, Void or Cavity Materials* – Wrap Strip (Not Shown) – Min one layer of 2 in. (51 mm) wide, nom 1/4 in. (6 mm) thick intumescent elastomeric material faced on one side with aluminum foil, required only when tube insulation (Item 3B) is used in 2 hr rated assemblies. Wrap strip tightly wrapped around tube insulation (foil side exposed) within the opening on both sides of the wall, flush with both surfaces of the wall assembly. 3M COMPANY – FS-195+ * Bearing the UL Classification Marking 2 1B SECTION A-A A See Pipe and Equipment Covering – Materials* (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. When pipe covering is used on all through penetrants, T Rating is 1 hr and 1-3/4 hr for 1 and 2 hr rated assemblies, respectively. 3B. A 1B Fill, Void or Cavity Materials* – Caulk or Sealant – Min 5/8 in. thickness of caulk applied within the annular space, flush with each surface of wall. A min 1/2 in. diam bead of caulk shall be applied to the pipe insulation/ wallboard interface at the point contact location on both sides of wall. 1. Wall Assembly – The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-1/2 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board* – 5/8 in. thick, 4ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 6 in. The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr when installed in a 2 hr fire rated wall. 2. Steel Sleeve – Cylindrical sleeve fabricated from min 0.019 in. thick (28 gauge) galv sheet steel and having a min 2 in. lap along the longitudinal seam. Length of steel sleeve to be equal to thickness of wall plus approx 7/8 to 1 in. such that, when installed, the ends of the sleeve will project approx 7/16 to 1/2 in. beyond the surface of the wall on each side of the wall assembly. Sleeve installed by coiling the sheet steel to diam smaller than the max 6 in. diam through openings, inserting the coil through the openings and releasing the coil to let it uncoil against the circular cutouts in the gypsum wallboard layers. 3. Cables – Aggregate cross-sectional area of cables in opening to be min 8 percent to max 36 percent of the cross-sectional area of the sleeved opening in wall. Cables to be rigidly supported on both sides of wall assembly. The space between cables and periphery of opening shall be min 1/4 in. to max 2-1/2 in. Min separation between Armored Cables and/or Metal-Clad Cables (Item 3F) and between Armored Cables and/or Metal-Clad Cables and all other types of cables shall be 1/4 in. Any combination of the following types and sizes of copper conductor cable may be used: A. Max 350 kcmil single conductor power cables; cross-linked polyethylene (XLPE) insulation. B. Max 200 pair No. 24 AWG conductor telecommunication cables; polyvinyl chloride (PVC) insulation and jacket. C. Max 7/C No. 2/0 AWG multi conductor power and control cables; XLPE or PVC insulation with XLPE or PVC jacket. D. Max 3/C No. 2/0 AWG cables; PVC insulation and jacket. E. Max 6/94 Fiber Optic (F.O.) cable; PVC insulation and jacket. F. Max four copper conductor No. 2/0 AWG (or smaller) aluminum or steel Armored Cable or Metal-Clad Cable Classified as a Through Penetrating Product. The T Rating is 0 Hr when armored cables or metal-clad cables are used. Copyright 2013 Drafted By: MHL Checked By: SBL Date Drafted: 10/15/2013 Project #: 13049-02 See Through Penetrating Product* (XHLY) Category in the Fire Resistance Directory for names of manufacturers. Any aluminum or steel Armored Cable or Metal-Clad Cable Classified as a Through Penetrating Product meeting the above specifications may be used. 4. Packing Material – Min 1 in. thickness of mineral wool batt insulation firmly packed into steel sleeve on both sides of the wall assembly as permanent forms. Packing material to be recessed min 1 in. from end of steel sleeve (min 1/2 in. from surface of gypsum wallboard) on both sides of wall assembly. 5. Fill, Void or Cavity Material* – Caulk or Sealant – Min 1 in. thickness of fill material applied within the annulus, flush with both ends of the steel sleeve. A nom 1/4 in. diam continuous bead of caulk shall be applied around the circumference of the steel sleeve at its egress from the gypsum wallboard layers on both sides of the wall assembly. 3M COMPANY – CP 25WB+ caulk or FB-3000 WT sealant 3M COMPANY – CP 25WB+ caulk or FB-3000 WT sealant * Bearing the UL Classification Marking This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory. This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory. 2 # Bearing the UL Recognized Component Mark * Bearing the UL Classification Marking These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. --- SECTION A-A REVISION DESCRIPTION 2 DATE A 3B CABLE PENETRATION DETAIL # 3A SCALE : N.T.S. This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory. 6 COMBINATION MATERIAL PENETRATION DETAIL SCALE : N.T.S. 4 INSULATED PIPE PENETRATION DETAIL SCALE : N.T.S. WALL PENETRATION DETAILS SCALE: NONE LS3.0 System No. C-AJ-1292 System No. W-L-4004 March 05, 2007 F Rating – 3 Hr T Rating – 0 Hr L Rating At Ambient – Less Than 1 CFM/sq ft L Rating At 400 F – 2 CFM/sq ft W Rating – Class 1 May 19, 2005 F Rating – 2 Hr T Ratings – 0, 1/2 and 1 Hr (See Items 1A and 3) 1A 4 5 5 4 2 3 2 4B 3 7 4A A 3 A. 4. A. B. When the clearance between the cable tray and the framing is less than 2 in. (51 mm), the T Rating is 0 hr. B. Through Penetrants – One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space shall be min 1/2 in. (13 mm) to max 2-3/8 in. (60 mm) Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types of pipe, conduit or tubing may be used: Steel Pipe – Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Conduit – Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or steel conduit. C. Copper Tubing – Nom 3 in. (76 mm) diam (or smaller) Type M (or heavier) copper tubing. D. Iron Pipe – Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. 2. Cable Tray – Max 24 in. (610 mm) wide by max 4 in. (102 mm) deep open ladder steel or aluminum cable tray. Cable tray to consist of channel-shaped side-rails with boxed channel rungs spaced 9 in. (229 mm) OC. Cable tray centered in framed opening and rigidly supported on both sides of wall assembly. 3. Cables – Aggregate cross-sectional area of cables in cable tray not to exceed 32 percent of the cross-sectional area of the cable tray based on a max 3 in. (76 mm) cable loading depth within the cable tray. Any combination of the following types and sizes of copper conductor cables may be used: A. Max 350 kcmil single-conductor power cables; cross-linked polyethylene (XLPE) insulation. B. Max No. 2/0 AWG multiconductor power and control cables; XLPE insulation, XLPE or polyvinyl chloride (PVC) jacket. C. Max No. 12 AWG multiconductor power and control cables; XLPE insulation, XLPE or PVC jacket. D. Max 7C No. 12 AWG (or smaller) multi conductor power and control cables; XLPE insulation, XLPE or polyvinyl chloride (PVC) jacket. E. Max No. 18 AWG RG 6/U coaxial cable with PVC insulation and jacket. F. Max 1-10/125 Fiber Optic (F.O.) cable with PVC insulation and jacket. Firestop System – The firestop system shall consist of the following: Packing Material – Min 3-3/4 in. (95 mm) thickness of min 4 pcf (64 kg/m ³) mineral wool batt insulation firmly packed into opening as a permanent form so that the width of the wool is compressed at least 50 percent. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. Fill, Void or Cavity Material* – Sealant – Min 1/4 in. (6 mm) thickness of sealant applied within the annulus, flush with the top surface of floor or with both surfaces of wall. When cables A and B are used in steel cable tray, T Rating is 0 hr. When cables A and B are used in aluminum cable tray, T Rating is 1/2 hr. When cables C, D, E and F are used in steel cable tray, T Rating is 1/2 hr. When cables C, D, E and F are used in aluminum cable tray, T Rating is 1 hr. 3M COMPANY – FB-1000 NS, FB-1003SL or FB-3000 WT *Bearing the UL Classification Mark 4. This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory. 2 Gypsum Board* – Two layers of nom 5/8 in. (16 mm) thick gypsum board, as specified in the individual Wall and Partition Design. METALLIC PIPES - FLOOR DETAIL SCALE : N.T.S. Fill, Void or Cavity Materials* – Intumescent Sheet – Rigid aluminum foil-faced sheet with galv steel sheet backer. Sheets cut to tightly follow the contours of the cables around the entire perimeter of the cable tray and cable fill. Sheets cut to lap a min of 2 in. (51mm) on the wall on all sides of the opening on both sides of the wall. Prior to installation, a min 1/4 in. (6 mm) diam bead of caulk (Item 7) or a nom 1/8 by 1/2 in. (3.2 by 13 mm) ribbon of putty (Item 7A) shall be applied as a gasket approx 1 in. (25 mm) from and on all sides of the through opening. Sheet to be installed with the galv steel sheet backer exposed (aluminum foil facing against wall surface) and secured to steel framing, through gypsum board layers, with min 1/4 in. (6 mm) diam by 2-1/4 in. (57 mm) long steel screws in conjunction with min 1-1/4 in. (32 mm) diam steel fender washers. Max spacing of fasteners not to exceed 6 in. (152 mm) with additional fasteners located on each side of batted seams or slits made to permit installation of the sheet around the cable tray. 3M COMPANY – Type CS-195+ 5. Steel Cover Strip – Min 2 in. (51 mm) wide strip of min 0.020 in. (.51 mm) thick (26 gauge) galv steel centered over entire length of each butted seam or slit made in the intumescent sheet (Item 5). Prior to installation of the steel strip, the seam or slit in the intumescent sheet shall be covered with a nom 1/4 in. (6 mm) diam bead of caulk (Item 7) or a nom 1/8 by 1/2 in. (3.2 by 13 mm) ribbon of putty (Item 7A). Steel cover strip secured to galv steel sheet backer of intumescent sheet with steel sheet metal screws or steel rivets spaced max 3 in. (76 mm) OC on each side of seam or slit. 6. Fill, Void or Cavity Materials* – Graphite Seal, Caulk, Sealant or Putty – One layer of 1/2 in. x 1/16 in. (13 mm by 1.6 mm) adhesive backed graphite intumescent seal positioned under intumescent sheet around entire perimeter of through opening or min 1/4 in. (6 mm) diam continuous bead of caulk or putty applied to edge of intumescent sheet at its interface with surface of floor or wall around entire perimeter of through opening. Caulk applied to fill all interstices between cables and between cables and wrap strip (Item 4). Caulk depth to be min 2 in. (51 mm) within confines of wrap strip on both sides of floor or wall assembly. Generous application of caulk to be applied around the base of the cable tray side-rails and contour applied wrap strips at their egress from the intumescent sheet on both sides of the wall assembly. Caulk also applied to cover all exposed edges of wrap strips to a min thickness of 1/8 in. (3.2 mm). 3M COMPANY – E-FIS or Ultra GS seal, CP 25WB+ caulk, MP+ Stix putty, IC 15WB+ caulk or FB-3000 WT sealant 6A. Fill, Void or Cavity Materials* – Putty – As an alternate to the caulk (Item 6) when steel cable tray is used, nom 1/4 in. (6 mm) thick by 2 in. (51 mm) wide strips of moldable putty shall be applied to follow the contours of the cable fill on the top and bottom of the cable tray prior to installation of the intumescent sheets (Item 5). Moldable putty strips installed to project approx 7/8 in. (22 mm) beyond each face of the intumescent sheet on each side of the wall assembly. After installation of the intumescent sheets, putty pressed into cable fill and against intumescent sheet to fill all openings. Nom 1/2 in. (13 mm) diam "ropes" of putty applied around cable tray side-rail members at their egress from the intumescent sheet and pressed into the intersections. A min 1/8 in. (3.2 mm) thickness of putty shall be applied to cover the short lengths of wrap strip installed to fill the channel of the steel cable tray side-rails. 3M COMPANY – MP+ Stix *Bearing the UL Classification Marking This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory. 1 CABLE TRAYS - WALL DETAIL SCALE : N.T.S. These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: MHL Checked By: SBL Date Drafted: 10/15/2013 Project #: 13049-02 --- Sleeves – (Optional) – The following sleeves may be used: Metallic Sleeve – Nom 6 in. (152 mm) diam (or smaller) steel Schedule 40 (or heavier) pipe cast or grouted into floor or wall assembly, flush with floor or wall surfaces. As an alternate, nom 6 in. (152 mm) diam (or smaller) sleeve fabricated from nom 0.019 in. (0.48 mm) thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces. B. Nonmetallic Sleeve – Nom 6 in. (152 mm) diam (or smaller) Schedule 40 polyvinyl chloride (PVC) pipe cast or grouted into floor or wall assembly, flush with floor or wall surfaces. Wall Assembly – The fire-rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Studs – Steel studs to be min 3-5/8 in. (92 mm) wide and spaced max 24 in. (610 mm) OC. The opening in the wall to accommodate the cable tray (Item 2) shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be min 1/2 in. (13 mm) to max 6 in. (152 mm) wider and higher than the width and height of the cable tray such that, when the cable tray is centered in the opening, a 1/4 to 3in. (6 to 76 mm) clearance is present between the cable tray and the framing on all four sides. REVISION DESCRIPTION 2. A. 1. DATE Floor or Wall Assembly – Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m ³) concrete. Wall may also be constructed of any UL Classified Concrete Blocks* . Max diam of opening is 6 in. (152 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. SECTION A-A # 1. 6 A SECTION A-A 3. 7 N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 7 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 2 1B 5 Architects and Engineers 4A A 1 Christopher Kidd & Associates, LLC 3 4B Proposed Dialysis Clinic for: 2 1B 1A A WALL PENETRATION DETAILS SCALE: NONE LS4.0 # DATE REVISION DESCRIPTION --- These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: Checked By: Date Drafted: Project #: FLOOR PLAN SCALE: 1/4" = 1'-0" HW JS 10/15/2013 13049-02 A2.0 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 Proposed Dialysis Clinic for: N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com Architects and Engineers Christopher Kidd & Associates, LLC # DATE REVISION DESCRIPTION --- These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: Checked By: Date Drafted: Project #: DIMENSION PLAN SCALE: 1/4" = 1'-0" HW JS 10/15/2013 13049-02 A2.1 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 Proposed Dialysis Clinic for: N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com Architects and Engineers Christopher Kidd & Associates, LLC # DATE REVISION DESCRIPTION --- These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 ENLARGED FLOOR PLANS SCALE: 1/2" = 1'-0" Drafted By: HW Checked By: RH Date Drafted: Project #: 10/15/2013 13049-02 A2.2 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 Proposed Dialysis Clinic for: N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com Architects and Engineers Christopher Kidd & Associates, LLC # DATE REVISION DESCRIPTION --- These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 FLOOR FINISH PLAN SCALE: 1/4" = 1'-0" Drafted By: HW Checked By: RH Date Drafted: Project #: 10/15/2013 13049-02 A2.3 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 Proposed Dialysis Clinic for: N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com Architects and Engineers Christopher Kidd & Associates, LLC LEGEND SYMBOL LEGEND WRC PATIENT TOILET 102 WRC WRC WRC WRC ET V DM WRC DM DPC VESTIBULE 100 DM DPC DM DPC N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com - MULTI-FUNCTION COPIER - ROOM NAME / NUMBER - MICROWAVE - MEDICAL WASTE CONTAINER - NURSE STATION CHAIR - REVISION REFERENCE MARK X - OXYGEN CONCENTRATOR - OFFICE CHAIR - OFFICE GUEST CHAIR - PHONE/DATA - SMOKE RACK PARTITION - PROJECTOR - PAPER SHREDDER BOX - PORTABLE RO WATER MACHINE - FIRE/SMOKE BARRIER - ROLLING STOOL - FMC ULTRACARE SCOREBOARD - IN-FLOOR SCALE - 1-HRPATIENT FIRE RATED BARRIER - EMPLOYEE TIME CLOCK - PUBLIC TELEPHONE - TRASH CANFIRE RATED BARRIER - 2-HR - WALL MOUNTED TELEVISION - UNDER COUNTER REFRIGERATOR - DIALYSIS VALVE BOX - VENDING MACHINE - VERTICAL FILE - TWO DRAWER - VERTICAL SHELVING - TECH REPAIR WORK BENCH - WHEELCHAIR - WAITING ROOM CHAIR V V V ROOM MFC NAME MIC XXX MW NSC O2 OC OGC PDR PR PS RO S SB SC TC TEL TR TV UCR V VM VF VS WB WCH WRC - ACCESSIBLE BENCH - METAL BOOKCASE - COUCH - CRASH CART - CENTRIFUGE - COFFEE MAKER - CREDENZA - CONFERENCE ROOM CHAIR - CONFERENCE ROOM TABLE - OFFICE DESK (30X60) - FMC DIALYSIS MACHINE - DIALYSIS PATIENT CHAIR - DVD PLAYER - EXAM TABLE - EMERGENCY PREP BOX - WAITING ROOM END TABLE - FREEZER - HANDICAP ACCESSIBLE BENCH - HOYER LIFT - ICE MACHINE - LOUNGE CHAIR - LARGE OFFICE DESK (36X72) - LATERAL FILE - TWO DRAWER - LOUNGE REFRIGERATOR - LOUNGE TABLE - MARKER BOARD Christopher Kidd & Associates, LLC AB BC C CC CEN COF CR CRC CT D DM DPC DVD E EPB ET FR HCB HL IM LC LD LF LR LT MB Architects and Engineers (NOT ALL SYMBOLS NECESSARILY USED) (NOT ALL ABBREVIATIONS NECESSARILY USED) DM DM DPC DPC TV DM DPC DPC DPC WRC WRC WRC WRC ET DM V TV WRC ET TREATMENT ROOM 108 CEN TV WRC PATIENT TOILET 103 DM TV TV TV TV PREP SINK 115 PREP SINK 111 WAITING ROOM 101 TV TV WCH UCR TV WCH NSC WCH NSC COATS 104 CT RECEPTION 105 WCH WCH CRC WCH LF PS OGC SC DM LR CLINIC MANAGER 120 MULTI-PURPOSE OFFICE 125 LC LC LT TV DPC DPC DM DPC DM DPC DPC DM DM V DM PATIENT TOILET 118 V D WIRING CLOSET 136 NR These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. CLEAN SUPPLIES 139 PSDS/ GRANUFLO 138 WATER TREATMENT 137 BPW MW LF BC LC Copyright 2013 Drafted By: MHL Checked By: SBL Date Drafted: 10/15/2013 Project #: 13049-02 LC FR HCB STAFF SHOWER 129 JANITOR CLOSET 141 WATER HEATER 135 TECH REPAIR 131 V S MECHANICAL/ STORAGE 134 WB ELECTRICAL ALCOVE 133 STAFF TOILET 128 --- LF LC STAFF TOILET 127 TV SOILED UTILITY 140 OC STAFF LOCKERS 126 SOFFIT MOUNTED TV'S CENTERED ON PATIENT CHAIRS OC LC OGC TV OGC STAFF LOUNGE 130 OC D DPC V LF TV REVISION DESCRIPTION OGC TV DM LAB PREP 119 OC SPRINKLER ROOM 132 D VF STATIONARY END UNIT (24") D TV DPC COF PREP SINK 116 PREP SINK 112 CORRIDOR 121 MIC DM V SB E NSC UCR BC CORRIDOR 122 O2 CEN MEDICAL RECORDS 106 S WCH MFC TV DOCTOR/ EXAM 124 O2 DPC HL CONFERENCE ROOM 123 DVD WCH TV NURSE STATION 117 METROMAX SHELVING UNITS WITH quik TRACK HIGH-DENSITY STORAGE SYSTEM WITH TOP TRACK (OFIC) MED WASTE 142 DATE CRC WCH CRC NSC PATIENT PREP 107 NSC CC BC # CRC WCH WHEELCHAIR STORAGE 114 STATIONARY END UNIT (24") CRC MED PREP 113 MOBILE UNIT (24" X 72") 4 TOTAL CRC NURSE STATION 110 MOBILE UNIT (21" X 72") CRC MOBILE UNIT (18" X 72") CRC MW DPC FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 WRC SEPARATION ROOM 109 MW TV Proposed Dialysis Clinic for: WRC OWNER FURNISHED ITEMS PLAN SCALE: 1/4" = 1'-0" A2.4 (NOT ALL SYMBOLS NECESSARILY USED) SMOKE DETECTOR H HEAT DETECTOR ROOM NAME NCL XXX NURSE - ROOM CALLNAME LIGHT/ NUMBER (WALL MOUNTED) NCL X CARBON MONOXIDE DETECTOR GWB ACCENT COLOR (SEE A2.8 FOR ACCENT COLOR INFORMATION) - SMOKE PARTITION GYPSUM WALL BOARD DAPW - FIRE/SMOKE BARRIER DENS ARMOR PLUS WALLBOARD ACT ACOUSTICAL CEILING TILE - 1-HR FIRE RATED BARRIER VINYL ACOUSTICAL CEILING TILE A# EXIT SIGN EX 2' x 4' INDIRECT FLUORESCENT LIGHT FIXTURES HVAC GRILLES SLOT DIFFUSER VACT WALL MOUNTED FLUORESCENT LIGHT WALL SCONCE OTS - 2-HR FIRE RATED BARRIER OPEN TO EXISTING STRUCTURE ABOVE WITH DRY FOG PAINT, BENJAMIN MOORE OC-121, MOUNTAIN PEAK WHITE (FLAT) BOS BOTTOM OF STRUCTURE WITH DRY FOG PAINT, BENJAMIN MOORE OC-121, MOUNTAIN PEAK WHITE (FLAT) NIC NOT IN CONTRACT SUSPENDED 1' X 4' FLUORESCENT LIGHT EXISTING DRIVE-UP CANOPY, LIGHTING, AND VENTILATION OATEY 14" x 29" ACCESS PANEL (34044). COORDINATE FINAL LOCATION WITH HVAC AND ELECTRICAL AP RECESSED LIGHT FIXTURES EXIT PENDANT LIGHT FIXTURES NURSE CALL LIGHT (CEILING - REVISION REFERENCE MARK MOUNTED) EGRESS LIGHT PENDANT LIGHT FIXTURES EX EX EMERGENCY BACKUP LIGHT EX PENDENT SPRINKLER HEAD UPRIGHT SPRINKLER HEAD EX EX 9'-0" ACT RECEPTION 105 A2 10'-0" ACT 8'-6" ACT A2 COATS 104 5 3/4" 10'-2" MED PREP 113 A2 PREP SINK 112 A2 2'-0" 2'-6" A2 A2 NURSE STATION 117 WHEELCHAIR A2 STORAGE 114 8'-0" GWB 135 TYP ° 2'-0" 8'-8" GWB 10'-0" ACT 8'-0" GWB NURSE STATION 110 PATIENT PREP 107 PREP SINK 115 5 3/4" 8'-6" ACT 8'-6" ACT PREP SINK 116 8'-0" GWB A2 A2 8'-0" GWB 10'-0" ACT FMC Location #8830-1 1212 9th Street Greeley, CO 80631 TYP 3'-6" 1'-6" TYP 2'-7" 5 3/4" 1'-6" 1'-5 3/4" PREP SINK 111 A2 FMC - North Greeley 8'-0" GWB Proposed Dialysis Clinic for: TYP PAINT FACE OF SOFFIT FIELD COLOR 12'-4" 8'-0" GWB 10'-0" ACT MEDICAL RECORDS 106 4'-4" LAB PREP 119 9'-0" GWB CORRIDOR 122 SOFFIT MOUNTED TV AT 9'-0" AFF GYPSUM BOARD SOFFIT, CENTER OPENING OF SOFFIT OVER NURSE STATIONS BELOW, PAINT ALL INTERIOR FACES OF SOFFIT ACCENT COLOR AS SHOWN (TYPICAL) A2 TYP 10'-0" ACT 9'-0" ACT A2 8'-0" DAPW CORRIDOR 121 9'-0" ACT 6 A7.2 10'-0" ACT EXISTING ROOF ACCESS LADDER AND ROOF HATCH AP DOCTOR / EXAM 124 TYP PATIENT TOILET 118 EX 9'-0" ACT 9'-0" ACT CLINIC MANAGER 120 WATER TREATMENT 137 9'-0" GWB PSDS/ GRANUFLO 138 BOS GWB WIRING CLOSET 136 CLEAN SUPPLIES 139 9'-0" ACT Copyright 2013 Drafted By: BOS GWB SOILED UTILITY 140 Checked By: Date Drafted: 8'-0" GWB 8'-0" DAPW STAFF LOCKERS 126 SOFFIT ABOVE STAFF LOCKERS (TYPICAL) 9'-0" ACT STAFF SHOWER 129 BOS GWB WATER HEATER 135 ELECTRICAL ALCOVE 133 BOS GWB AP MECHANICAL/ STORAGE 134 BOS GWB HEADER AT 7'-6" AFF STAFF TOILET 128 STAFF TOILET 127 AP EXIST EXIT SPRINKLER RISER 132 BOS GWB 3 A7.2 8'-0" DAPW 8'-0" DAPW MED WASTE 142 TYP EXIST EXIT # 8'-0" DAPW 13049-02 EX BOS GWB 8'-0" DAPW 10/11/2013 JANITOR CLOSET 141 12" BASKET TYPE CABLE TRAY AT 7'-6" AFF TECH REPAIR 131 3'-3" RH --- SOFFIT ABOVE STAFF LOCKERS (TYPICAL) Project #: MLH REVISION DESCRIPTION STAFF LOUNGE 130 9'-0" ACT These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. HEADER AT 8'-10" AFF 9'-2" MULTI-PURPOSE OFFICE 125 DATE GYPSUM BOARD SOFFIT ABOVE UPPER CABINETS (TYPICAL), SEE GENERAL NOTE #7 5 A7.2 SOFFIT MOUNTED TV AT 9'-0" AFF, CENTER TV ON PATIENT CHAIR (TYPICAL) AP 4'-2" 5'-2" A2 AP VERTICAL FACES OF SOFFIT SHALL RECEIVE WC-1, SEE SHEET A2.8 FOR MORE INFORMATION (TYPICAL) CONFERENCE ROOM 123 21'-8" 8'-0" GWB ° 135 TYP 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ENCLOSING THE ATTIC SPACE AS SHOWN WITH A CONTINUOUS TYPE'X' GYPSUM BOARD MEMBRANE ATTACHED DIRECTLY TO THE STRUCTURE. 4 A7.2 1'-6" 9'-11" 9'-8" 4 A7.2 CONTRACTOR TO VERIFY THAT ALL EXIT SIGNAGE IS VISIBLE BENEATH INTERIOR SOFFITS. 10. SPRINKLER HEADS SHOWN AS REFERENCE ONLY, DESIGN-BUILD FIRE SPRINKLER CONTRACTOR (FSC) SHALL BE RESPONSIBLE FOR FINAL LOCATIONS, QUANTITY AND FULL FIRE PROTECTION DESIGN. FIRE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND BUILDING STANDARDS INCLUDING THE NFPA 101 LIFE SAFETY CODE (SPECIFICALLY CHAPTER 20). SEE TITLE SHEET GENERAL NOTE #17 FOR MORE INFORMATION. 13'-0" 2'-6" 1'-6" 9'-0" GWB 1 A7.2 WAITING ROOM 101 1'-6" A2 A2 2'-4" SOFFITS ABOVE UPPER CABINETS TO BE 16" DEEP AND SHALL BE CONSTRUCTED OF 5/8" GYPSUM BOARD ON 3-5/8" METAL FRAMING AT 24" OC. CONTRACTOR SHALL PROVIDE SOUND BATT INSULATION ABOVE THE ENTIRE CEILING IN THE FOLLOWING ROOMS: TOILETS, OFFICES, RECEPTION AREAS, EXAM, CAPD/HOME HEMO, AND CONFERENCE ROOM. PROVIDE TENMAT TROFFER COVER ON ALL NON-IC RATED LIGHT FIXTURES PRIOR TO INSTALLATION OF INSULATION . 3'-6" 10'-0" ACT CONTRACTOR SHALL COORDINATE REFLECTED CEILING PLAN WITH APPROPRIATE TRADES INCLUDING MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, ETC. 5 3/4" 3'-0" 10'-0" ACT 1'-6" AP 9. 8'-0" DAPW PROVIDE GYPSUM BOARD RETURN AT ALL EXTERIOR DOORS (TYPICAL) A2 10'-0" ACT AP 8. 9'-0" GWB VERTICAL FACES OF SOFFIT SHALL RECEIVE WC-1, SEE SHEET A2.8 FOR MORE INFORMATION (TYPICAL) PATIENT TOILET 103 SEPARATION ROOM 109 " -6 1' 7. REFLECTED CEILING PLAN IS SHOWN FOR SUSPENDED CEILING SYSTEM INSTALLATION ONLY. ELECTRICAL CONTRACTOR SHALL INSTALL ALL ELECTRICAL ITEMS PER ELECTRICAL DRAWINGS. 1'-6" 6. VESTIBULE 100 1'-6" EXIST EXIT TREATMENT ROOM 108 1'-6" SUSPENDED CEILING SYSTEM SHALL BE 2'x2'x5/8" LAY-IN ACOUSTICAL TILE STANDARD GRID (SEE SPECIFICATIONS). CONTRACTOR SHALL PROVIDE ACCESS PANELS TO FIRE AND FIRE/SMOKE DAMPERS IN AREAS WITH GYPSUM WALLBOARD OR DENS ARMOR PLUS WALLBOARD CEILINGS. CONTRACTOR SHALL COORDINATE WITH HVAC CONTRACTOR. (PROVIDE ACUDOR: FB-5060 FOR FIRE RATED WALLS AND CEILINGS OR DW-5040 FOR NON FIRE RATED WALLS AND CEILINGS.) PROVIDE GYPSUM BOARD RETURN AT ALL EXTERIOR WINDOWS (TYPICAL) 8'-0" DAPW 1'-6" 5. MILLWORK CHASES BY OWNERS MILLWORK VENDOR (TYPICAL) 2'-9" 4. EXIST EXIT 8'-8" GWB 3'-0" 3. CEILING HVAC CONTRACTOR SHALL LOCATE ALL CEILING DIFFUSERS AND COORDINATE WITH ELECTRICAL CONTRACTOR AS REQUIRED. HVAC SHOWN ON THE REFLECTED CEILING PLAN FOR REFERENCE ONLY. PATIENT TOILET 102 1'-5" 2. CONTRACTOR SHALL VERIFY IN FIELD IF DESIGNATED CEILING HEIGHTS IN ROOMS ARE POSSIBLE. IF NOT, MAXIMIZE CEILING HEIGHTS AND NOTIFY ARCHITECT OR PROJECT MANAGER IMMEDIATELY. 2'-0" GENERAL NOTES 1. N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com S Architects and Engineers EX (NOT ALL SYMBOLS NECESSARILY USED) CM 1' X 4' STANDARD FLUORESCENT STRIP W/ DBL LAMP EX SYMBOL LEGEND Christopher Kidd & Associates, LLC 2' x 4' FLUORESCENT LIGHT FIXTURES LEGEND EX EX EX EX EX EX REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" A2.5 # DATE REVISION DESCRIPTION --- These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 ROOF PLAN (REFERENCE ONLY) Drafted By: HW Checked By: SBL Date Drafted: Project #: 10/15/2013 13049-02 A2.6 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 Proposed Dialysis Clinic for: N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com Architects and Engineers Christopher Kidd & Associates, LLC VESTIBULE 8'-0" 7'-8" (V.I.F.) 1-3/4" G -- ALUM - ALUM J-3 1 FULL 101A WAITING ROOM 3'-6" 7'-0" 1-3/4" A -- WD 1 HM J-1 34 VP PROVIDE POWER OPERATOR, OPERABLE FROM TREATMENT ROOM SIDE, KEYED FROM WAITING ROOM SIDE 101B WAITING ROOM 3'-0" 7'-0" 1-3/4" A -- WD 1 HM J-1 36 VP DOOR OPERABLE FROM CORRIDOR SIDE, KEYED FROM WAITING ROOM SIDE 102 PATIENT TOILET 3'-0" 7'-0" 1-3/4" B -- WD 1 HM J-1 30 -- UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS 103 PATIENT TOILET 3'-0" 7'-0" 1-3/4" B -- WD 1 HM J-1 30 -- UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS 105 RECEPTION 3'-0" 7'-0" 1-3/4" A -- WD 1 HM J-1 24A VP 106 MEDICAL RECORDS 3'-0" 7'-0" 1-3/4" B -- WD 1 HM J-1 33 -- SEE NOTE #8, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS, PROVIDE OVERHEAD DOOR STOP EX108 TREATMENT ROOM E X IS TING DOOR AND FRAME 6HD -- EXISTING DOOR SHALL REMAIN, REPLACE HARDWARE AS NECESSARY TO MATCH HARDWARE SET SPECIFIED - FIELD VERIFY, PROVIDE LLUMAR COMMERCIAL WINDOW TINTING ON DOOR GLAZING - COORDINATE STYLE AND LEVEL OF TINT WITH FMC PROJECT MANAGER AND LANDLORD 109 SEPARATION ROOM 3'-6" 7'-0" 1-3/4" E -- AL/GL 2 ALUM J-2 41 FULL 118 PATIENT TOILET 3'-0" 7'-0" 1-3/4" B -- WD 1 HM J-1 30 -- UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS 120 CLINIC MANAGER 3'-0" 7'-0" 1-3/4" B -- WD 1 HM J-1 24A -- PROVIDE OVERHEAD DOOR STOP 121 CORRIDOR 3'-0" 7'-0" 1-3/4" A -- WD 1 HM J-1 36 VP EX122 CORRIDOR E X IS TING DOOR AND FRAME 123 CONFERENCE ROOM 3'-0" 7'-0" 1-3/4" C -- WD 1 HM J-1 25B FULL -- 124 DOCTOR/EXAM 3'-0" 7'-0" 1-3/4" B -- WD 1 HM J-1 25A -- -- 125 MULTI-PURPOSE OFFICE 3'-0" 7'-0" 1-3/4" B -- WD 1 HM J-1 24A -- -- 127 STAFF TOILET 3'-0" 7'-0" 1-3/4" B -- WD 1 HM J-1 29 -- UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS 128 STAFF TOILET 3'-0" 7'-0" 1-3/4" B -- WD 1 HM J-1 29 -- UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS 129 STAFF SHOWER 3'-0" 7'-0" 1-3/4" B -- WD 1 HM J-1 29 -- UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS 130 STAFF LOUNGE 3'-0" 7'-0" 1-3/4" A -- WD 1 HM J-1 22 VP 131 TECH REPAIR 3'-0" 7'-0" 1-3/4" B -- HM 1 HM J-1 24B -- SPRINKLER ROOM E X IS TING DOOR AND FRAME MECH/STORAGE 3'-6" 48" MIN. IF BOTH CLOSER AND LATCH ARE PROVIDED. 22" MIN. **** 48" MIN. IF CLOSER IS PROVIDED. TYPICAL DOOR APPROACH DETAILS SCALE: 1/4" = 1'-0" 1'-0" 6" 10" PROVIDE OVERHEAD DOOR STOP 1/4" TEMPERED GLASS UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS EXISTING DOOR SHALL REMAIN, REPLACE HARDWARE AS NECESSARY TO MATCH HARDWARE SET SPECIFIED - FIELD VERIFY DOOR OPERABLE FROM MECHANICAL STORAGE SIDE, KEYED FROM TREATMENT ROOM SIDE, SEE NOTE #8 VP 32 E X IS TING DOOR AND FRAME *** EXISTING DOOR SHALL REMAIN, REPLACE HARDWARE AS NECESSARY TO MATCH HARDWARE SET SPECIFIED - FIELD VERIFY 20 135 WATER HEATERS (2) 3'-0" 7'-0" 1-3/4" F -- HM 1 HM J-1 42 -- PROVIDE OVERHEAD DOOR STOPS, SEE NOTE #10 136 WIRING CLOSET 3'-0" 7'-0" 1-3/4" B -- HM 1 HM J-1 25B -- SEE NOTE #8 AND #10, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS 138 PSDS/GRANUFLO (2) 2'-6" 7'-0" 1-3/4" A -- HM 1 HM J-1 43 VP 139 CLEAN SUPPLIES 3'-0" 7'-0" 1-3/4" B -- HM 1 HM J-1 33 -- SEE NOTE #8 AND #10, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS 140 SOILED UTILITY 3'-0" 7'-0" 1-3/4" B -- HM 1 HM J-1 22 -- SEE NOTE #8 AND #10, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS T TYPE A TYPE B TYPE C S.C. WOOD OR FLUSH HOLLOW METAL DOOR WITH VISION PANEL S.C. WOOD DOOR OR FLUSH HOLLOW METAL FULL LITE WOOD DOOR WITH 3-FORM FILM ON 1/4" TEMPERED GLAZING PROVIDE OVERHEAD DOOR STOPS, SEE NOTE #10 JANITOR CLOSET 3'-0" 7'-0" 1-3/4" B -- HM 1 HM J-1 26 -- 142 MED WASTE 3'-0" 7'-0" 1-3/4" B -- HM 1 HM J-1 37 -- SEE NOTE #8 AND #10, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS 2" 2" 7'-8" 2" 3'-9" T 10" MIN. DOOR SCHEDULE NOTES 7'-7" 7. ALL WINDOW TYPES WITHIN 24" OF A VERTICAL EDGE OF A DOOR SHALL BE 1/4" TEMPERED GLAZING OR FIRELITE PLUS PREMIUM GLAZING (WHEN SCHEDULED). 8. ALL DOORS IN SMOKE PARTITIONS SHALL INCLUDE A CLOSER AND SMOKE SEALS. 9. SEE DETAILS ON THIS SHEET FOR AUTOMATIC DOOR OPERATION. 10. INTERIOR HOLLOW METAL DOORS, AND INTERIOR FACES OF EXTERIOR HOLLOW METAL DOORS, SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR. 2" 2'-8" RECEPTION/ NURSE'S STATION DOOR & INTERCOM CONTROLS PAPER LIGHT TOWEL SWITCH DISPENSER DUPLEX OUTLET ABOVE COUNTER FIRE EXTINGUISHER DUPLEX TELEPHONE OUTLET JACK 1'-6" 1'-6" 1'-6" 3'-6" 4'-0" 1'-3" HAND DRYER T 4'-0" T T T T T T T T T T W1 W2 W3 W4 ALUMINUM FRAME WITH 1/4" TEMPERED GLAZING CLEAR ANODIZED ALUMINUM FINISH HOLLOW METAL FRAME WITH 1/4" TEMPERED GLAZING HOLLOW METAL FRAME WITH 1/4" TEMPERED GLAZING HOLLOW METAL FRAME WITH 1/4" TEMPERED GLAZING WINDOW TYPES DATA JACK 2" 2" SEE SCHEDULE 1'-0" 1'-7" PROVIDE 3/8" OD COPPER SUPPLY PIPE; STUB 3" FROM WALL DOOR MATERIAL AL/GL HM WD - ALUMINUM AND GLASS - HOLLOW METAL - WOOD - HOLLOW METAL - ALUMINUM GLASS PANEL WATER COOLER TYP CABINETRY VP FULL HALF - VISION PANEL - FULL LITE - HALF LITE 2" SEE SCHEDULE T FRAME MATERIAL HM ALUM 2" 2'-8" SEE SCHEDULE 1'-10" 1'-11" LAVATORY DUPLEX OUTLET 2" T These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. FINISH FLOOR TYPE 1 TYPE 2 HOLLOW METAL OR ALUMINUM FRAME ALUMINUM FRAME WITH 1/4" TEMPERED GLAZING - CLEAR ANODIZED ALUMINUM FINISH FRAME TYPES Copyright 2013 T = TEMPERED GLAZING SCALE: 1/4" = 1'-0" INTERIOR SLIDER DOOR W/ BREAKAWAY DOOR CONTROL MODULES MOUNTED AT INNER/OUTER VESTIBULE DOOR FRAME J VESTIBULE SECURE: OUTSIDE AUTOMATIC DOOR SENSOR DOES NOT HAVE POWER. 110V REMOVED FROM DOOR SENSOR VIA TIME CLOCK. DOOR IS MANUALLY LATCHED AND ACCESSIBLE FROM OUTSIDE BY KEY ONLY. MOTION SENSOR ACTIVATES DOOR FROM INSIDE FOR EGRESS. FAIL SECURE AUTOMATIC LOCK (INNER VESTIBULE ONLY) STATIONARY PANEL PROVIDE POWER AT 120 V, 15a, 60Hz, 1 PHASE WAITING ROOM REMOTE DOOR RELEASE/CONTROL MODULE (FOR INNER VESTIBULE DOOR) LOCATED AT NURSE STATION REMOTE DOOR RELEASE/CONTROL MODULE (FOR INNER VESTIBULE DOOR) LOCATED AT RECEPTION FURNISHED BY DOOR MANUFACTURER, VERIFY EXACT LOCATION WITH FMC PROJECT MANAGER FURNISHED BY DOOR MANUFACTURER, VERIFY EXACT LOCATION WITH FMC PROJECT MANAGER 10/15/2013 Project #: 13049-02 INTERIOR DOOR: UNSECURE: CONTROL MODULE IS IN THE 'AUTO' POSITION. MOTION SENSOR ACTIVATES DOOR OPERATOR. SECURE: CONTROL PANEL IS IN 'OFF' POSITION. MOTION SENSOR ON VESTIBULE SIDE IS NOT POWERED AND AUTOMATIC LOCK IS ENGAGED. CONTROL PANEL AT RECEPTION AND/OR NURSE STATION WILL DISENGAGE AUTOMATIC LOCK AND ACTIVATE SLIDER DOOR TO ALLOW FOR ENTRY. MOTION SENSOR ON WAITING ROOM SIDE ACTIVATES DOOR AND DISENGAGES AUTOMATIC LOCK FROM INSIDE FOR EGRESS. BATTERY BACKUP PROVIDES POWER TO CONTROL TERMINAL IN THE EVENT OF POWER FAILURE (FAIL SECURE) NOTES: -SEE ELECTRICAL DRAWINGS FOR AUTOMATIC DOORS WIRING DIAGRAM PUSH PAD #2 'FAIL SAFE' ELEC. STRIKE --VARIES VARIES OPERATION SECURE UNSECURE: AUTOMATIC DOOR OPERATOR HAS POWER. 110V IS PROVIDED TO INSIDE AND OUTSIDE DOOR OPERATORS VIA TIME CLOCK. MOTION SENSOR ACTIVATES DOOR OPERATOR FOR ENTRY AND EXIT. MOTION SENSOR - BOTH SIDES OF DOOR (TYPICAL BOTH DOORS) INTERCOM SCHEMATIC PLAN EXTERIOR DOOR: STATIONARY PANEL J Date Drafted: UNSECURE ROCKER SWITCH TREATMENT ROOM DOOR #101A UNSECURE: ROCKER SWITCH IS IN "UNSECURE" POSITION. PUSH 'N' GO, DOOR RELEASES AT NURSE STATION AND RECEPTION, AND PUSH PADS WILL ACTIVATE DOOR FROM BOTH SIDES. INTERCOM FIRE CONDITION OR POWER LOSS: DOOR RELEASE (NURSE STATION) DOOR RELEASE (RECEPTION) FURNISHED BY ELECTRICAL CONTRACTOR VERIFY EXACT LOCATION WITH FMC PROJECT MANAGER FURNISHED BY ELECTRICAL CONTRACTOR VERIFY EXACT LOCATION WITH FMC PROJECT MANAGER 2" AT DOORS (TYP) SECURE: ROCKER SWITCH IS IN "SECURE" POSITION. LOCKSET IS SECURE. PUSH PAD #1 IS DEAD. DOOR RELEASES AT NURSE STATION AND RECEPTION WILL UNLOCK THE ELECTRIC STRIKE AND ACTIVATE THE INSIDE SENIOR SWING. PUSH PAD #2 WILL ACTIVATE DOOR WHEN EXITING. PUSH PAD #1 REVISION DESCRIPTION TIME CLOCK OPERATION EXTERIOR EAH 2" SCHEMATIC PLAN EXTERIOR SLIDER DOOR W/ BREAKAWAY Checked By: AUTOMATIC DOOR DETAIL VARIES PROVIDE POWER AT 120 V, 15a, 60Hz, 1 PHASE ZTK 1. POWER REMOVED FROM STRIKE. 2. DOOR MANUALLY OPERABLE FROM BOTH SIDES. 3. ELECTRIC STRIKE IN FAIL SAFE POSITION. NOTES: -SEE ELECTRICAL DRAWINGS FOR AUTOMATIC DOORS WIRING DIAGRAM DETAIL J-1 HEAD SIMILAR DETAIL J-2 HEAD SIMILAR ALUM. DOOR DETAIL J-3 HEAD SIMILAR SLIDING DOOR DATE AUTOMATIC DOOR DETAIL Drafted By: FRAME DETAILS # TOILET 2'-9" 3'-6" 3'-4" 17"19" 3'-4" TOILET TISSUE DISP. PAPER TOWEL DISPENSER 4'-8" PROVIDE 1-1/2" DRAIN FITTING WITH P-TRAP BEHIND UNIT; STUB 2" FROM WALL 1'-6" LIGHT SWITCH T = TEMPERED GLAZING SCALE: 1/4" = 1'-0" MICROWAVE DUPLEX OUTLET 4'-0" PROVIDE 110V POWER SOURCE BEHIND UNIT 6'-6" GRAB BARS 1'-7" MAX. 2'-10" 3'-6" 4'-6" MIRROR ELKAY ELECTRIC WATER COOLER 3'-8" PAPER TOWEL DISP. NURSE CALL 3'-6" 2'-8" 2" SEE SCHEDULE FIRE ALARM PULL STATION 4'-0" 3'-8" 2'-10" 3'-8" 4'-4" 4'-6" WALL THERMOPHONE STAT MOP RACK OVER SINK 4'-2" 2" 2" HEATING PAD DUPLEX OUTLET NC WALL MTD LIGHT 5'-0" 2" FINISH FLOOR DOOR SCHEDULE LEGEND JANITOR 2" 4'-7" 2" 1'-2" 4" CAPD WALL DESK DR ACCESSORIES WATER FEATURES 2" 2" PROVIDE COAT HOOKS ON ALL OFFICE, HOME HEMO/CAPD, AND TOILET ROOM DOORS, FINISH SHALL MATCH DOOR HARDWARE. 2" 6'-2" 6. CORNER MULLION . SCALE: 1/4" = 1'-0" 3'-6" ALL LOCKSETS SHALL BE LEVER HANDLE (BORED PREFERRED). T = TEMPERED GLAZING 2" 5. DOOR TYPES 2" VERIFY FINAL PLACEMENT OF KEY CABINET WITH FMC PROJECT MANAGER. ALUM/GLASS SLIDING DOOR WITH EMERGENCY BREAK OUT BESAM UNISLIDE OC1-8 CLEAR ANODIZED ALUMINUM FINISH 3'-6" 4. INTERIOR HOLLOW METAL DOOR WITH LOUVERS 2" ALL WOOD DOORS SHALL BE PLAIN SLICED CHERRY VENEER AND FACTORY FINISHED STAIN. INTERIOR ALUMINUM DOOR WITH 1/4" TEMPERED GLAZING CLEAR ANODIZED ALUMINUM FINISH 2" R.O. STATUS MONITOR COAT HOOK 3'-6" 3'-0" 4'-0" 4'-0" 3'-6" 4'-6" 7'-4" 7'-0" TIME CLOCK 3. S.C. IMPACT RESISTANT FLUSH DOOR P ULL DR 2'-10" FIRE HORN EMERGENCY LIGHTING BATTERY PACK MOUNTING DETAILS NOTES: 1. TYPICAL MOUNTING HEIGHTS. 2. SOME DEVICES SHOWN MAY NOT BE USE, REFER TO DRAWINGS. 3. PROVIDE BACKING BEHIND ALL FIXTURES, DEVICES, ETC. SEE SHEET A2.9 FOR DOOR HARDWARE SETS AND KEYING SCHEDULE. TYPE G 3'-4" WALL GUARDS 2. TYPE F 2" TYPICAL DOOR HARDWARE DOME LIGHT NURSE CALL WALL HEATER VARIES, SEE TV WALL 4'-0" 6'-6" 8'-0" 4'-0" VARIES VARIES SEE A2.3 4'-6" 3'-4" 1" CHAIR RAIL PUSH BUTTON TV SWITCH BELOW CHAIR RAIL CORRESPONDING BRAILLE COAT SHELF PUSH/PULL LOCKSET 1" 3'-4" 1" WALL SCONCE CORNER GUARDS 3'-6" PANIC BAR AUTOMATIC DOOR OPENER (POWER ASSIST) 3'-4" ℄ 5'-0" 60" MAX. TO CHAR. BASELINE 48" MIN. TO BRAILLE BASELINE 5'-2" 4'-0" SEE PLAN (HOSPITALS = 3'-9") 9" T.V. (NIC) T 4" PATIENT/ SERVICE ENTRANCE INTERCOM ALL TOILET ROOMS SHALL HAVE SIGNAGE AND ACOUSTICAL INSULATION AS REQUIRED BY ALL APPLICABLE CODES. T TYPE E 3'-6" WALL MOUNTED TV SEE WALL MOUNTING DETAILS FOR MOUNTING HTS 1. T TYPE D 3'-0" TYPICAL MOUNTING HEIGHTS T 7'-8" (V.I.F.) 2'-6" 1/4" TEMPERED GLASS TYPICAL SIGNAGE (PLACE ON LATCH SIDE OF DOOR) 3'-9" 6" 10" 1'-0" 141 SEE NOTE #8 AND #10, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS MOTION SENSOR FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 J-1 * Proposed Dialysis Clinic for: HM 24" MIN 2" 1 54" MIN. CLEARANCE REQUIRED WHEN CLOSER IS PROVIDED. 6'-2" WD ** 2" -- 12" MIN. 12" MIN. * EXISTING DOOR SHALL REMAIN, REPLACE HARDWARE AS NECESSARY TO MATCH HARDWARE SET SPECIFIED - FIELD VERIFY 18EX D PROVIDE OVERHEAD STOP, PROVIDE MANUFACTURERS STANDARD DOOR HARDWARE - NO LOCKING DEVICE SHALL BE INSTALLED 12" MIN. CLEARANCE REQUIRED ONLY IF BOTH CLOSER AND LATCH ARE PROVIDED. PUSH SIDE DOOR OPERABLE FROM TREATMENT SIDE, KEYED FROM CORRIDOR SIDE 18 1-3/4" PUSH SIDE * 3'-6" EX134B MECH/STORAGE 7'-0" -- 42" MIN. 7'-0" 134A PUSH SIDE 10" MIN. EX132 36" MIN. 24" MIN. N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 18" MIN. BESAM UNISLIDE OC1-8 SINGLE SLIDE DOOR SYSTEM, 8'-0" WIDE PACKAGE. 100B Architects and Engineers EXISTING DOOR SHALL REMAIN, REPLACE HARDWARE AS NECESSARY TO MATCH HARDWARE SET SPECIFIED - FIELD VERIFY 54" MIN. -- **** 2 E X IS TING DOOR AND FRAME REMARKS 42" MIN. GLASS PANEL 60" MIN. HARDWARE SET (SEE NOTE #2) ** HEAD & JAMB 48" MIN. FRAME MATERIAL 48" MIN. THICK FRAME TYPE 2'-6" EX100A VESTIBULE HEIGHT DOOR MATERIAL LABEL 60" MIN. WIDTH TYPE *** SIZE LOCATION PULL SIDE PULL SIDE 42" MIN. NO. PULL SIDE PULL SIDE Christopher Kidd & Associates, LLC DOOR SCHEDULE SCALE: 1 1/2" = 1'-0" DOOR AND WINDOW SCHEDULES A2.7 ROOM FINISH LEGEND ROOM FINISH SCHEDULE FLOOR BASE CEILING CEILING HT. CPT-2 RB-2 GWB 9'-0" WAITING ROOM PT-2 RB-1 ACT/GWB 10'-0"/8'-8" 102 PATIENT TOILET SV-2 SV-2 DAPW 8'-0" DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3 103 PATIENT TOILET SV-2 SV-2 DAPW 8'-0" DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3 104 COATS PT-2 RB-1 GWB 8'-8" MOLDED VINYL CHAIR RAIL AT 36" AFF TO TOP OF RAIL, INPRO WALL PROTECTION TO UNDERSIDE OF COAT SHELF AT BACK WALL AND UNDERSIDE OF CHAIR RAIL AT SIDE WALLS AS SHOWN ON SHEET A2.3, WC-1 ABOVE 105 RECEPTION SV-1 RB-2 ACT 9'-0" PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3 106 MED RECORDS SV-1 RB-2 GWB 9'-0" -- 107 PATIENT PREP SV-2 SV-2 ACT 10'-0" 108 TREATMENT ROOM SV-1/SV-2 SV-2 ACT/GWB 10'-0"/8'-0" 109 SEPARATION ROOM SV-2 SV-2 ACT 10'-0" 110 NURSE STATION SV-2 SV-2 ACT/GWB 8'-6"/8'-0" PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5 111 PREP SINK SV-2 SV-2 GWB 8'-0" PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5 112 PREP SINK SV-2 SV-2 GWB 8'-0" PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5 113 MED PREP SV-2 SV-2 GWB 8'-0" -- 114 WHEEL CHAIR STORAGE SV-2 SV-2 ACT 8'-6 PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5 115 PREP SINK SV-2 SV-2 GWB 8'-0" PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5 116 PREP SINK SV-2 SV-2 GWB 8'-0" PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5 117 NURSE STATION SV-2 SV-2 ACT/GWB 8'-6"/8'-0" PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5 118 PATIENT TOILET SV-2 SV-2 DAPW 8'-0" 119 LAB PREP SV-2 SV-2 ACT 10'-0" 120 CLINIC MANAGER SV-1 RB-2 ACT 9'-0" PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3 121 CORRIDOR SV-2 SV-2 ACT 10'-0" PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3 122 CORRIDOR SV-1 RB-2 ACT 9'-0" PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3 123 CONFERENCE ROOM CPT-1 RB-1 ACT/GWB 10'-0"/9'-0" 124 DOCTOR/EXAM SV-1 RB-2 ACT 9'-0" DENS ARMOR PLUS WALLBOARD BEHIND CABINETS/SINK TO 48" AFF, PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3 CONTRACTOR SHALL VERIFY IN FIELD IF DESIGNATED CEILING HEIGHTS IN ROOMS ARE POSSIBLE. IF NOT, MAXIMIZE CEILING HEIGHTS AND NOTIFY ARCHITECT OR PROJECT MANAGER IMMEDIATELY. 125 MULTI-PURPOSE OFFICE CPT-1 RB-2 ACT 9'-0" PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3 126 STAFF LOCKERS SV-1 RB-2 ACT 9'-0" -- 127 STAFF TOILET SV-2 SV-2 DAPW 8'-0" DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3 ALL INTERIOR GYPSUM BOARD AND/OR DENS ARMOR PLUS WALLBOARD CEILINGS IN ALL LOCATIONS SHALL BE PAINTED PER COLOR LISTED BELOW. THIS INCLUDES ONE PRIME COAT AND TWO FINISH COATS. PROVIDE 6" X 6" SAMPLE OF GYPSUM BOARD FOR REVIEW. PROVIDE HATCH WHERE REQUIRED BY CODE FOR ACCESS TO DAMPERS. 128 STAFF TOILET SV-2 SV-2 DAPW 8'-0" DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3 129 STAFF SHOWER SV-2 SV-2 DAPW 8'-0" DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3 130 STAFF LOUNGE SV-1 RB-2 ACT 9'-0" MOLDED VINYL CHAIR RAIL AT 34" AFF TO TOP OF RAIL, ACCENT WALL COLOR BELOW CHAIR RAIL THROUGHOUT, DENS ARMOR PLUS WALLBOARD BEHIND CABINETS/SINKS TO 48" AFF 131 TECH REPAIR RF RF GWB BOS DENS ARMOR PLUS WALLBOARD THROUGHOUT, FRP TO 8'-0" AFF AS SHOWN ON A2.3 132 SPRINKLER RISER SC RB-2 GWB BOS -- ALL METAL RACEWAYS AND JUNCTION BOXES WITHIN DIALYSIS COUNTER TO RECEIVE CORROSIVE RESISTANT PAINT. SEE SPECS FOR MORE INFORMATION 133 ELECTRICAL ALCOVE SC RB-2 GWB BOS -- 134 MECHANICAL/STORAGE SC RB-2 GWB BOS DENS ARMOR PLUS WALLBOARD THROUGHOUT, FRP TO 8'-0" AFF AT EMERGENCY SHOWER 135 WATER HEATERS SC RB-2 GWB BOS DENS ARMOR PLUS WALLBOARD THROUGHOUT 136 WIRING CLOSET SC RB-2 GWB 9'-0" PLYWOOD AT TWO WALLS AS SHOWN ON ENLARGED PLAN ON SHEET A2.2 137 WATER TREATMENT QT QT GWB BOS 8'-0" HIGH FRP OVER 8'-0" HIGH EPOXY PAINTED A-C PLYWOOD OVER DENS ARMOR PLUS WALLBOARD THROUGHOUT 138 PSDS/GRANUFLO QT QT GWB BOS 8'-0" HIGH FRP OVER 8'-0" HIGH EPOXY PAINTED A-C PLYWOOD OVER DENS ARMOR PLUS WALLBOARD THROUGHOUT 139 CLEAN SUPPLIES SC RB-2 ACT 9'-0" -- 140 SOILED UTILITY SC RB-2 GWB 8'-0" DENS ARMOR PLUS WALLBOARD THROUGHOUT, FRP TO 8'-0" AFF THROUGHOUT 141 JANITOR CLOSET SC RB-2 DAPW 8'-0" DENS ARMOR PLUS WALLBOARD THROUGHOUT, FRP TO 8'-0" AFF THROUGHOUT 142 MED WASTE RF RF DAPW 8'-0" DENS ARMOR PLUS WALLBOARD THROUGHOUT, FRP TO 8'-0" AFF THROUGHOUT WALLS FRP WC - FIBERGLASS REINFORCED POLYESTER WALL COVERING BASE RB RF QT SV - RUBBER BASE (4" OR 6") COVED RESINOUS FLOORING (4") COVED QUARRY TILE COVED SHEET VINYL BASE* CEILING ACT VACT GWB DAPW DFP - OTS - ACOUSTICAL CEILING TILE VINYL WASHABLE ACOUSTICAL CEILING TILE GYPSUM WALL BOARD 5/8" DENS ARMOR PLUS GYPSUM WALLBOARD DRY FOG PAINT, BENJAMIN MOORE OC-121, MOUNTAIN PEAK WHITE OPEN TO STRUCTURE * - 4" TYPICAL BASE, 6" IN TOILET ROOMS, 7" AT DIALYSIS CABINETS AND 3" AT NURSE STATION. SEE DETAILS ON SHEET A7.1 AND A6.0 FOR COVE INFORMATION ROOM FINISH NOTES 1. 2. 3. 4. 5. 6. COORDINATE INPRO WALL PROTECTION COLORS AND CORNERGUARD COLORS WITH ADJACENT WALL PAINT COLOR. ALL HORIZONTAL FACES OF GYPSUM BOARD SOFFITS SHALL BE PAINTED CEILING COLOR UNLESS SPECIFICALLY NOTED TO RECEIVE AN ACCENT COLOR. ALL VERTICAL FACES OF GYPSUM BOARD SOFFITS SHALL BE PAINTED FIELD COLOR UNLESS SPECIFICALLY NOTED TO RECEIVE AN ACCENT COLOR OR WALL COVERING - SEE SHEET A2.5 FOR SPECIFIC FINISH LOCATIONS. PAINTED SURFACES INCLUDE ONE PRIME COAT AND TWO FINISH COATS. PROVIDE 6" X 6" SAMPLE OF GYPSUM BOARD FOR REVIEW. VESTIBULE 101 -MOLDED VINYL CHAIR RAIL AT 36" AFF TO TOP OF RAIL, WALL COVERING WC-1 ABOVE AND WC-2 BELOW CHAIR RAIL, MOSAIC GLASS TILE BELOW CHAIR RAIL AT TWO WALLS ADJACENT TO RECEPTION, WC-1 AT VERTICAL FACE OF SOFFIT INPRO WALL PROTECTION TO 42" AFF AS SHOWN ON SHEET A2.3 DENS ARMOR PLUS WALLBOARD BEHIND ALL DIALYSIS COUNTERS AND SINKS, ACCENT WALL PAINT AND INPRO WALL PROTECTION AS SHOWN ON SHEET A2.3, PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5 DENS ARMOR PLUS WALLBOARD BEHIND CABINETS/SINKS TO 48" AFF, PAINT WALL ACCENT COLOR AND INPRO WALL PROTECTION AS SHOWN ON SHEET A2.3 DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3 DENS ARMOR PLUS WALLBOARD BEHIND ALL SINKS TO 48" AFF MOLDED VINYL CHAIR RAIL AT 38" AFF TO TOP OF RAIL - WC-2 BELOW CHAIR RAIL AND WC-1 ABOVE CHAIR RAIL AND AT VERTICAL FACE OF SOFFIT WELDING ROD 1 (WR-1) TO BE USED WHERE SV-1 IS USED AND WELDING ROD 2 (WR-2) TO BE USED WHERE SV-2 IS USED. MATERIALS AND COLOR SELECTION SEE SPECS FOR MORE INFORMATION PAINT WALL COVERING BENJAMIN MOORE CEILING WALL & FRAMES OC-121 1060 MOUNTAIN BLANCHED PEAK ALMOND WHITE WAITING RM DOOR FRAME/RECEPTION WINDOW FRAMES 2112-10 MINK ACCENT 1 ACCENT 2 2144-10 1246 GUACAMOLE CUP O JAVA VINYL FILM MOSAIC TILE CHAIR RAIL CORNER GUARDS WALL PROTECTION FRP RUBBER BASE DALTILE MANNINGTON INPRO CORPORATION INPRO CORPORATION KEMLITE MANNINGTON WOLF GORDON CARNEGIE-XOREL 3-FORM WC-1 WC-2 GECKO SYMPHONY SERENADE CHAPS AZ51067SD G6871839 WINE EMBOSS 6637 W129 #14 TRANSITIONAL TORNA PURE 54" MARACAS GLASS GLASS MOSAIC 1X1 EVERGLADES P664 (G) EFFECTUAL CHAIR RAIL MAIN DARK CHOCOLATE CHAMOIS 903 0234 WAITING ROOM ACCENT 1 RIVER ROCK 0351 BASIL 0247 ACCENT 2 MERLOT 0186 MAIN WAITING ROOM ACCENT 1 RIVER ROCK 0351 BASIL 0247 CHAMOIS 0234 ACCENT 2 MERLOT 0186 RB-1 83 COLONIAL WHITE RB-2 PREMIUM EDGE ELEGANCE TYPE TP 6" PROFILE DARK CHOCOLATE DARK CHOCOLATE 903 903 FLOOR CARPET COVE CAPS JOHNSONITE CPT-1 CPT-2 DUR-A-FLEX SCC-XX-D 49 BEIGE LEES CARPET MIND OVER MATTER BRAIN POWER 659 WORKMANSHIP 24"x24" LEES CARPET TUFF STUFF COLLECTION FIRST STEP MODULAR 524 STEPPING STONE 24"x24" SHOP FLOOR MEDIUM GREY WELDING ROD PORCELAIN TILE QUARRY TILE GROUT SOLID SURFACE - PLASTIC LAMINATE - PART OF MILLWORK PACKAGE MANNINGTON MANNINGTON DALTILE DALTILE PRISM BY DALTILE PART OF MILLWORK PACKAGE WILSONART 842393 PT-1 TOILET RM WALL PT-2 WAITING RM FLOOR 842371 SPARK SK50 FIRELIGHT FLICKER SK5012121P 12"x24" PORTENZA ORO CHIARO PZ03 17" X 17" WATER TREATMENT TOILET RM WALL WAITING RM FLOOR WAITING RM WALL WATER TREATMENT WILSONART DRY WORK SURFACE, NURSE STATION COUNTER TOPS CABINET FACES, VERTICAL SURFACES OF DIALYSIS COUNTER, NURSE STATION, COAT SHELF ASHEN GRAY (2) 0T03 - 8" X 8" (5" X 8" COVED BASE Q-3585) PRISM ALABASTER #333 CEG-LITE LINEN #122 PRISM OYSTER GRAY #382 CEG-LITE 09 NATURAL GRAY CARAMEL MELANGE 9033 ML NATURAL TIGRIS 4669-60 WILD CHERRY 7054-60 VERTICAL CHASES MONTICELLO MAPLE 7925-38 FLOORING TRANSITION STRIPS MECHOSYSTEMS SINGLE - 6101V DOUBLE - 6211V JOHNSONITE MECHOSHADE URBAN SHADE THERMOVEIL 1000 PORCELAIN - 2%/3% 012 TAWNY TAN 129 SILK These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: ZTK Checked By: EAH Date Drafted: 10/15/2013 Project #: 13049-02 --- PRIMUS LACOSTA FAWN - ALL129 WR-2 VANGUARD REVISION DESCRIPTION REALITIES RL F5623 WR-1 LOCKERS DATE SV-2 WINDOW TREATMENTS # SV-1 RESINOUS FLOORING MOHAWK SHEET VINYL N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com - 100 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 SC QT SHEET VINYL CARPET PORCELAIN TILE RESINOUS FLOORING OVER PREPARED CONCRETE SLAB SEALED CONCRETE QUARRY TILE REMARKS Architects and Engineers - NAME Christopher Kidd & Associates, LLC SV CPT PT RF NO. Proposed Dialysis Clinic for: FLOOR ROOM FINISH SCHEDULE A2.8 DOOR HARDWARE SCHEDULE FACILITY KEYING SCHEDULE DOOR HARDWARE SCHEDULE (NOT ALL NECESSARILY USED) GM SM K2 STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER DELIVERY ENTRY GM SM K1 STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER WAITING ROOM TO TREATMENT GM M SM SEE NOTE (2) WAITING ROOM TO OFFICES GM M SM STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER TREATMENT ROOM TO MECH / STORAGE GM M SM STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER AREA MANAGER GM M K OFFICE FUNCTION LOCKSET CAPD TRAINING GM M K OFFICE FUNCTION LOCKSET CLINIC MANAGER GM M K OFFICE FUNCTION LOCKSET DIETITIAN GM M K OFFICE FUNCTION LOCKSET SOCIAL WORKER GM M K OFFICE FUNCTION LOCKSET DOCTOR GM M K OFFICE FUNCTION LOCKSET DOCTOR / EXAM GM M K CLASSROOM FUNCTION LOCKSET HOME HEMO TRAINING GM M K CLASSROOM FUNCTION LOCKSET IN-SERVICE COORDINATOR GM M K OFFICE FUNCTION LOCKSET MULTIPURPOSE GM M K OFFICE FUNCTION LOCKSET WIRING CLOSET GM M K CLASSROOM FUNCTION LOCKSET RECEPTION GM M SM CLEAN SUPPLIES GM M SM STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER CHIEF TECHNICIAN GM M SM OFFICE FUNCTION LOCKSET JANITOR GM M SM STOREROOM FUNCTION LOCKSET CONFERENCE ROOM GM M SM CLASSROOM FUNCTION LOCKSET TRAINING ROOM GM M SM CLASSROOM FUNCTION LOCKSET MEDICAL RECORDS GM SM STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER MEDICAL WASTE GM SM STOREROOM FUNCTION LOCKSET LAB PREP GM M SM CLASSROOM FUNCTION LOCKSET MED PREP GM M SM CLASSROOM FUNCTION LOCKSET FROM TREATMENT ROOM TO MECHANICAL/ STORAGE GM M SM STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER FROM TREATMENT ROOM TO CORRIDOR GM M SM STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER SINGLE OCCUPANCY STAFF TOILET NON KEYED LOCKSET PRIVACY SET SOILED UTILITY NON KEYED LOCKSET PASSAGE SET DOUBLE OCCUPANCY STAFF TOILET NON KEYED LOCKSET PASSAGE SET STAFF LOUNGE NON KEYED LOCKSET PASSAGE SET CHANGING ROOM NON KEYED LOCKSET PRIVACY SET PATIENT TOILETS NON KEYED LOCKSET PRIVACY SET CORRIDOR NON KEYED LOCKSET PASSAGE SET TECH REPAIR NON KEYED LOCKSET PASSAGE SET INNER VESTIBULE, ALUMINUM AUTOMATIC SLIDING DOOR 02 MAIN ENTRANCE WITH VESTIBULE ALUMINUM AUTOMATIC SLIDING DOOR M INTERIOR MASTER - (JANITORIAL) OPENS ALL DOORS EXCEPT MEDICAL RECORDS AND MEDICAL WASTE (PROVIDE 2 NON-DUPLICATED KEYJANITORIAL USES EMPLOYEE ENTRY) SM SUB MASTER - SELECTED EMPLOYEES OPEN DOORS LISTED (PROVIDE 6 NON-DUPLICATING KEYS) K1 KEYED ALIKE - EXTERIOR DOORS ONLY (PROVIDE 6 NON-DUPLICATING KEYS) K KEYED DIFFERENTLY - OPENS ASSIGNED OFFICE (PROVIDE 2 KEYS FOR EACH OFFICE) K2 KEYED DIFFERENTLY - EXTERIOR DOOR WITH RECHANGEABLE CORE IC INTERCHANGEABLE KEY CORE NOTES: 1) CYLINDRICAL LOCKS ONLY. NO MORTISE LOCKS TO BE USED. 2) DOOR FROM WAITING TO TREATMENT: RATED WALL: ELECTRIC STRIKE 'FAIL SECURE', ELECTRIC STOREROOM FUNCTION LOCKSET 'FAIL SAFE' NON-RATED WALL: ELECTRIC STRIKE 'FAIL SAFE' AND STANDARD CLASSROOM LOCKSET 3) GM, M, SM, K1 EMBOSSED 'NON-DUPLICATING KEYS' 4) ONLY EXTERIOR DOORS TO BE FURNISHED WITH INTERCHANGEABLE KEY CORES. AS SPECIFIED IN SECTION 08461 AND PER MANUF. AS SPECIFIED IN SECTION 08461 AND PER MANUF. AS SPECIFIED IN SECTION 08461 AND PER MANUF. 1 EACH 1 EACH WOOD OR HOLLOW METAL NON-RATED SINGLE WITH CLASSROOM LOCKSET 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 3 EACH HINGES CLASSROOM LOCK PERMANENT CORE CONSTRUCTION CORE STOP SILENCER HAG SCH SCH SCH IVE IVE B1191 4-1/2 X 4-1/2 NRP AL70 (TACTILE WARNING AT ELEC. ROOMS ONLY) 80-036 B123 KEYWAY 80-035 WS407/FS436 AS SPECIFIED SR64/SR65 26 WOOD OR HOLLOW METAL RATED SINGLE WITH STOREROOM LOCKSET 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 3 EACH 1 EACH HINGES STOREROOM LOCK PERMANENT CORE CONSTRUCTION CORE ARMOR PLATE STOP SILENCER SURFACE CLOSER HAG SCH SCH SCH HAG HAG HAG LCN B1191 4-1/2 X 4-1/2 NRP AL80 (TACTILE WARNING AT JANITOR ONLY) 80-036 B123 KEYWAY 80-035 194S 30" X 2" LDW 236W / 242F AS SPECIFIED 307D 4030 30 WOOD OR HOLLOW METAL RATED OR NON-RATED SINGLE WITH PRIVACY AND CLOSER 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 3 EACH 2 EACH HINGES PRIVACY SET SURFACE CLOSER KICK PLATE STOP SILENCER COAT HOOK HAG SCH LCN HAG HAG HAG BOB B1191 4-1/2 X 4-1/2 NRP AL44 4040XP 194S 10" X 2" LDW 236W / 242F AS SPECIFIED 307D BOBRICK B670 32 WOOD OR HOLLOW METAL, RATED OR NON-RATED, WITH ACCESS CONTROL LOCKSET AND CLOSER 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 3 EACH HINGES TOUCH LOCK PERMANENT CORE CONSTRUCTION CORE SURFACE CLOSER ARMOR PLATE STOP SILENCER HAG YAL SCH SCH LCN HAG HAG HAG B1191 4-1/2 X 4-1/2 NRP B AU E 4761 LN X TACTILE WARNING ON HANDLE 80-036 B123 KEYWAY 80-035 4030 AS SPECIFIED 194S 30" X 2" LDW 236W / 242F AS SPECIFIED 307D 33 WOOD OR HOLLOW METAL, RATED OR NON-RATED SINGLE WITH ACCESS CONTROL LOCKSET AND CLOSER 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 3 EACH HINGES TOUCH LOCK PERMANENT CORE CONSTRUCTION CORE SURFACE CLOSER ARMOR PLATE STOP SILENCER HAG YAL SCH SCH LCN HAG HAG HAG B1191 4-1/2 X 4-1/2 NRP B AU E 4761 LN 80-036 B123 KEYWAY 80-035 4030 AS SPECIFIED 194S 30" X 2" LDW 236W / 242F AS SPECIFIED 307D 34 WOOD OR HOLLOW METAL NON-RATED SINGLE WITH CLASSROOM LOCKSET AND CLOSER 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 2 EACH 1 EACH 2 EACH 3 EACH 2 EACH HINGES CLASSROOM LOCK ELECTRIC STRIKE PERMANENT CORE CONSTRUCTION CORE AUTO. OPERATOR ARMOR PLATE STOP WALL PLATE SWITCH SILENCER BUTTON MINI BOX HAG SCH ADA SCH SCH REC HAG HAG LCN HAG SCE B1191 4-1/2 X 4-1/2 NRP ND70 7140 FAIL SAFE 80-036 B123 KEYWAY 80-035 8100 SERIES (AS SPECIFIED IN 08720) 194S 30" X 2" LDW 236W / 242F AS SPECIFIED AS SPECIFIED IN 08720 307D 660-PB AS SPECIFIED IN SECTION 08461 AND PER MANUF. BY DOOR MANUFACTURER BY DOOR MANUFACTURER ACCESS CONTROL PACKAGE PANIC HARDWARE/ELECTRIC LOCK WALL PLATE KEY SWITCH BALANCE OF HARDWARE AS SPECIFIED IN SECTION 08461 AND PER MANUF. A. POWER ON, FIRE ALARM QUIET - AUTOMATIC SLIDING DOORS ARE SECURE/UNSECURED VIA ROCKER SWITCH LOCATED IN DOOR HEADER AND LOCKING MECHANISM PER SECTION 08460. B. POWER OUT, FIRE ALARM QUIET - AUTOMATIC SLIDING DOORS ARE INOPERABLE DUE TO LOSS OF POWER. EMERGENCY PANIC HARDWARE (PART OF DOOR PACKAGE) WILL ALLOW EGRESS FROM VESTIBULE BUT NOT TO GAIN ENTRY FROM OUTSIDE WITHOUT KEY. C. POWER ON, FIRE ALARM ACTIVE - FIRE ALARM DE-ENERGIZES AUTOMATIC SLIDING DOORS. AUTOMATIC SLIDING DOORS ARE INOPERABLE DUE TO LOSS OF POWER. EMERGENCY PANIC HARDWARE (PART OF DOOR PACKAGE) WILL ALLOW EGRESS FROM VESTIBULE BUT NOT TO GAIN ENTRY FROM OUTSIDE WITHOUT KEY. 06HD 18 18EX ALUMINUM SINGLE WITH PANIC DEVICE HOLLOW METAL SINGLE WITH ACCESS CONTROL PANIC DEVICE HOLLOW METAL SINGLE 20 HOLLOW METAL PAIR WITH PANIC DEVICE NIGHT LATCH FUNCTION AND FLUSH BOLT 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 SET 1 EACH HINGES ALUMINUM DOOR PANIC DEVICE CYLINDER LOCK GUARD OFFSET DOOR PULL SURFACE CLOSER OVERHEAD STOP SEALS DOOR SWEEP HAG ADA SCH IVE KAW LCN GLY PEM BB1191 35NL/OP AS REQUIRED LG11 CO-9 BY ALUMINUM DOOR SUPPLIER 4111 EDA CONCEALED HEAVY DUTY 100S SERIES BY ALUMINUM DOOR SUPPLIER BY ALUMINUM DOOR SUPPLIER 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 SET 1 EACH 1 EACH HINGES TRIM PANIC DEVICE SURFACE CLOSER OVERHEAD STOP KICK PLATE SEALS DOOR SWEEP THRESHOLD IVE SCE ADA LCN GLY IVE PEM PEM PEM 5BB1 SERIES AS SPECIFIED CO-100 WITH OUTSIDE LEVER 8400 SERIES 1461 EDA CONCEALED HEAVY DUTY 100S SERIES 8400 16" X 2" LDW 290AV BY ALUMINUM DOOR SUPPLIER BY ALUMINUM DOOR SUPPLIER 3 EACH 1 EACH 1 EACH 1 SET 1 EACH 1 EACH 1 SET 1 EACH 1 SET 1 EACH 1 EACH HINGES AUTO FLUSH BOLT DUST PROOF STRIKE LOCKSET LOCK GUARD SURFACE CLOSER SEALS DOOR SWEEP ATRIGAL DRIP CAP THESHOLD IVE HAG HAG SCH IVE LCN PEM PEM PEM PEM PEM 5BB1 SERIES AS SPECIFIED FB31 280X L9480 LG12 1461 S CUSH 290AV 18041P-2 303AS 346C 425HD 6 EACH 2 EACH 1 EACH 1 EACH 1 EACH 1 EACH 2 EACH 2 EACH 2 EACH 1 SET 2 EACH 1 SET 1 EACH HINGES AUTO FLUSH BOLT DUST PROOF STRIKE PANIC DEVICE CYLINDER LOCK GUARD CLOSER (HOLD OPEN) OVERHEAD STOP ARMOR PLATE SEALS DOOR SWEEP ASTRAGAL THRESHOLD IVE HAG HAG SCH SCH IVE LCN GLY IVE PEM PEM PEM PEM 5BB1 SERIES AS SPECIFIED FB31 280X 9875NL AS REQUIRED LG12 4041 H CUSH CONCEALED HEAVY DUTY 100S SERIES 8400 30" X 1" LDW 290AV 368DN 18041P-2 425HD 22 WOOD OR HOLLOW METAL RATED OR NON-RATED SINGLE WITH PASSAGE 3 EACH 1 EACH 1 EACH 1 EACH 3 EACH 1 EACH HINGES PASSAGE SET KICK PLATE STOP SILENCER SURFACE CLOSER HAG SCH HAG HAG HAG LCN B1191 4-1/2 X 4-1/2 NRP AL10 194S 10" X 2" LDW 236W / 242F AS SPECIFIED 307D 4030 AS SPECIFIED 24A WOOD OR HOLLOW METAL NON-RATED SINGLE WITH OFFICE LOCKSET 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 3 EACH 2 EACH HINGES OFFICE LOCK PERMANENT CORE CONSTRUCTION CORE STOP SILENCER COAT HOOK HAG SCH SCH SCH IVE IVE BOB B1191 4-1/2 X 4-1/2 NRP AL50 80-036 B123 KEYWAY 80-035 WS407/FS436 AS SPECIFIED SR64/SR65 BOBRICK B670 WOOD OR HOLLOW METAL NON-RATED SINGLE WITH OFFICE LOCKSET 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 3 EACH HINGES OFFICE LOCK PERMANENT CORE CONSTRUCTION CORE STOP SILENCER HAG SCH SCH SCH IVE IVE B1191 4-1/2 X 4-1/2 NRP AL50 80-036 B123 KEYWAY 80-035 WS407/FS436 AS SPECIFIED SR64/SR65 WOOD OR HOLLOW METAL NON-RATED SINGLE WITH CLASSROOM LOCKSET 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 3 EACH 1 EACH HINGES CLASSROOM LOCK PERMANENT CORE CONSTRUCTION CORE STOP SILENCER COAT HOOK HAG SCH SCH SCH IVE IVE BOB B1191 4-1/2 X 4-1/2 NRP AL70 80-036 B123 KEYWAY 80-035 WS407/FS436 AS SPECIFIED SR64/SR65 BOBRICK B670 24B 25A HARDWARE NOTES 25B ALL WIRING AND CONNECTIONS BY DIVISION 16. OPERATIONAL DESCRIPTION: IMMEDIATE EGRESS ALWAYS ALLOWED VIA PANIC DEVICE. DURING CLINIC OPENING HOURS, DOOR IS SET TO 'OPEN' WITH HEADER MOUNTED MOTION SENSOR ACTIVATED FOR BOTH INCOMING AND OUTGOING TRAFFIC, AUTOMATICALLY OPENING DOORS FROM EITHER DIRECTION. PROVIDE WALL PLATE KEY SWITCH ON BUILDING EXTERIOR FOR AUTHORIZED RE-ENTRY IF DOOR IS IN 'ONE-WAY' OR 'CLOSED' MODE. KEY: GRAND MASTER - OPENS ALL DOORS (PROVIDE 2 NON-DUPLICATING KEYS) 3 EACH 1 EACH ACCESS CONTROL PACKAGE PANIC HARDWARE/ELECTRIC LOCK CONTROL MODULE WALL PLATE KEY SWITCH BALANCE OF HARDWARE ALL WIRING AND CONNECTIONS BY DIVISION 16. OPERATIONAL DESCRIPTION: IMMEDIATE EGRESS ALWAYS ALLOWED VIA PANIC DEVICE. DOOR SET TO ONE-WAY OPERATION (REMAINS LOCKED FROM OUTSIDE DURING BUSINESS HOURS, HEADER MOUNTED MOTION SENSOR IS DEACTIVATED FOR INCOMING TRAFFIC. AUTOMATIC OPERATION FOR ACCESS BY REMOTE RELEASE AT RECEPTION AND NURSE STATION OR AUTOMATIC OPERATION FOR EGRESS BY MOTION SENSOR IN HEADER IN WAITING AREA WHICH RELEASES SECURE DOOR AND SIGNALS DOOR TO AUTOMATICALLY OPEN. LOCATE REMOTE RELEASES AS DIRECTED BY ARCHITECT). PROVIDE WALL PLATE KEY SWITCH IN VESTIBULE FOR AUTHORIZED RE-ENTRY IF DOOR IS IN 'ONE-WAY' OR 'CLOSED' MODE. PROVIDE REMOTE DOOR ROCKER SWITCH CONTROLS IN RECEPTION AREA. A. POWER ON, FIRE ALARM QUIET - AUTOMATIC SLIDING DOORS ARE SECURE/UNSECURED VIA CONTROL MODULE LOCATED WHERE SPECIFIED AND LOCKING MECHANISM PER SECTION 08460. B. POWER OUT, FIRE ALARM QUIET - AUTOMATIC SLIDING DOORS ARE INOPERABLE DUE TO LOSS OF POWER. EMERGENCY PANIC HARDWARE (PART OF DOOR PACKAGE) WILL ALLOW EGRESS FROM WAITING ROOM BUT NOT TO GAIN ENTRY FROM OUTSIDE WITHOUT KEY. C. POWER ON, FIRE ALARM ACTIVE - FIRE ALARM DE-ENERGIZES AUTOMATIC SLIDING DOORS. AUTOMATIC SLIDING DOORS ARE INOPERABLE DUE TO LOSS OF POWER. EMERGENCY PANIC HARDWARE (PART OF DOOR PACKAGE) WILL ALLOW EGRESS FROM WAITING ROOM BUT NOT TO GAIN ENTRY FROM OUTSIDE WITHOUT KEY. OFFICE FUNCTION LOCKSET GM 1 EACH HARDWARE MANUF. ALL WIRING AND CONNECTIONS BY DIVISION 16. OPERATIONAL DESCRIPTION: FOR CONTROLLED ENTRY (TOGGLE IN SECURE POSITION) -IMMEDIATE EGRESS ALWAYS ALLOWED. MANUAL ACCESS BY KEY. AUTOMATIC OPERATION FOR ACCESS BY REMOTE RELEASE AT RECEPTIONIST AND NURSE STATION OR AUTOMATIC OPERATION FOR EGRESS BY ACTUATOR IN TREATMENT AREA WHICH SIGNALS AUTOMATIC OPERATOR TO RELEASE ELECTRIC STRIKE AND OPEN DOOR. LOCATE REMOTE RELEASE AND ACTUATORS AS DIRECTED BY ARCHITECT. FOR NON-CONTROLLED ENTRY (TOGGLE IN NON-SECURE POSITION) IMMEDIATE EGRESS ALWAYS ALLOWED. TOGGLE (BY OTHERS) IN AUTOMATIC OPERATOR HEAD TO RELEASE AND HOLD ELECTRIC STRIKE AND ENABLE OUTSIDE AUTOMATIC OPERATOR ACTUATOR. MANUAL OPERATION BY PUSH N' GO FEATURE OR AUTOMATIC OPERATION BY PUSHING EITHER ACTUATOR OR REMOTE RELEASE WHICH WILL SIGNAL AUTOMATIC OPERATOR TO OPEN DOOR. LOCATE ACTUATORS AS DIRECTED BY ARCHITECT. A. POWER ON, FIRE ALARM QUIET - DOOR OPERATOR IS SECURE/UNSECURED VIA ROCKER SWITCH LOCATED IN DOOR OPERATOR. B. POWER OUT, FIRE ALARM QUIET - DOOR OPERATOR IS INOPERABLE DUE TO LOSS OF POWER. ELECTRIC STRIKE "FAIL SAFE". HARDWARE WILL ALLOW EGRESS FROM TREATMENT AREA AND ALLOW ENTRY FROM WAITING ROOM. C. POWER ON, FIRE ALARM ACTIVE - FIRE ALARM DE-ENERGIZES ELECTRIC STRIKE AND DOOR OPERATOR. DOOR OPERATOR IS INOPERABLE DUE TO LOSS OF POWER. ELECTRIC STRIKE "FAIL SAFE". HARDWARE WILL ALLOW EGRESS FROM TREATMENT AREA AND ALLOW ENTRY FROM WAITING ROOM. 36 WOOD OR HOLLOW METAL, RATED OR NON-RATED SINGLE WITH ACCESS CONTROL LOCKSET AND CLOSER 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 3 EACH HINGES TOUCH LOCK PERMANENT CORE CONSTRUCTION CORE SURFACE CLOSER KICK PLATE STOP SILENCER HAG YAL SCH SCH LCN IVE IVE IVE B1191 4-1/2 X 4-1/2 NRP B AU E 4761 LN 80-036 B123 KEYWAY 80-035 4030 AS SPECIFIED 8400 10" X 2" LDW WS407/FS436 AS SPECIFIED SR64/SR65 37 WOOD OR HOLLOW METAL, RATED OR NON-RATED SINGLE WITH ACCESS CONTROL LOCKSET AND CLOSER 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 3 EACH HINGES TOUCH LOCK PERMANENT CORE CONSTRUCTION CORE SURFACE CLOSER ARMOR PLATE STOP SILENCER HAG YAL SCH SCH LCN IVE IVE IVE B1191 4-1/2 X 4-1/2 NRP B AU E 4761 LN X TACTILE WARNING ON HANDLE 80-036 B123 KEYWAY 80-035 4030 AS SPECIFIED 8400 30" X 2" LDW WS407/FS436 SR64/SR65 41 ALUMINUM, NON-RATED STOREFRONT TYPE DOOR, NO LOCKSET 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH HINGES PUSH BAR CLOSER ADAPTER PLATE PULL 42 HOLLOW METAL PAIR WITH FLUSHBOLT 6 EACH 2 EACH 1 EACH HINGES MANUAL FLUSH BOLT PASSAGE LOCK HAG IVES SCH B1191 4-1/2 X 4-1/2 NRP FB458 AL10 43 WOOD OR HOLLOW METAL PAIR, FLUSH BOLTS 6 EACH 1 SET 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 2 EACH 2 EACH 2 EACH 6 EACH HINGES AUTO FLUSH BOLT DUST PROOF STRIKE TOUCH LOCK COORDINATOR CYLINDER CORE CONSTRUCTION CORE CLOSER (HOLD OPEN) ARMOR PLATE STOP SILENCER HAG IVE IVE YAL IVE SCH SCH LCN IVE IVE IVE B1191 4-1/2 X 4-1/2 NRP FB31P/FB41P AS REQUIRED DP1 B AU E 4761 LN COR 80-036 B123 KEYWAY 80-035 4030 HD 8400 30" X 1" LDW WS407/FS436 SR64/SR65 LCN LCN PER MANUFACTURER SPECIFICATIONS PER MANUFACTURER SPECIFICATIONS 4030 AS SPECIFIED 4040-18PA PER MANUFACTURER SPECIFICATIONS These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: ZTK Checked By: EAH Date Drafted: 10/15/2013 Project #: 13049-02 --- EMPLOYEE ENTRY 01 HARDWARE REVISION DESCRIPTION LOCK CYLINDER WITH IC QUANTITY DATE K1 DOOR TYPE # SM NO. N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com GM HARDWARE NOTES FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 PATIENT ENTRY HARDWARE MANUF. HARDWARE Architects and Engineers LOCKSET TYPE QUANTITY Christopher Kidd & Associates, LLC KEYING SYSTEM DOOR TYPE Proposed Dialysis Clinic for: ROOM NO. DOOR HARDWARE SETS AND KEYING SCHEDULE A2.9 5/8" GYPSUM BOARD 2x4 WOOD FRAMING AS REQUIRED EXISTING STEEL BEAM EXISTING COLUMN BEYOND GYPSUM BOARD CEILING AT EXISTING STEEL BEAM 1 1. 2. THIS DRAWING IS SCHEMATIC IN NATURE AND IS INTENDED TO BE FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND VERIFYING THE EXISTING CONDITIONS AND CONSTRUCTION TYPE, PRIOR TO BID. CONTRACTOR SHALL VERIFY HEIGHTS / CLEARANCES FROM FLOOR TO STRUCTURE ABOVE. CONTRACTOR SHALL BE RESPONSIBLE FOR ENCLOSING THE ATTIC SPACE AS SHOWN WITH A CONTINUOUS TYPE 'X' GYPSUM BOARD MEMBRANE ATTACHED DIRECTLY TO THE STRUCTURE. PROVIDE EXPANSION / CONTROL JOINTS PER MANUFACTURERS RECOMMENDATIONS. 3. 4. 3 2 4 5 6 SEE MECHANICAL DRAWINGS FOR RTU INFORMATION 7 8 EXISTING STRUCTURAL BEAM BEHIND - SEE DETAIL FOR GYP BOARD WRAP EXISTING ROOF STRUCTURE FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 Proposed Dialysis Clinic for: 1 1/2" = 1'-0" GENERAL SECTION NOTES 1 N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 5/8" GYPSUM BOARD ON UNDERSIDE OF EXISTING STRUCTURE WITH VAPOR BARRIER AND R-30 INSULATION ABOVE Architects and Engineers Christopher Kidd & Associates, LLC EXISTING WOOD TRUSS 5/8" GYPSUM BOARD ON UNDERSIDE OF EXISTING STRUCTURE WITH VAPOR BARRIER AND R-30 INSULATION ABOVE EL ± 114'-0" BO STRUCTURE DAPW CEILING ACT CEILING ACT CEILING ACT CEILING GWB SOFFIT ACT CEILING ACT CEILING GWB SOFFIT EL ± 112'-6" BO BEAM TREATMENT ROOM 108 TO EXTERIOR These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. 10'-0" TO SEPARATION ROOM 109 8'-6" TO VESTIBULE 100 8'-0" WAITING ROOM 101 10'-0" 10'-0" 8'-8" PATIENT TOILET 103 8'-0" 1 A4.0 Copyright 2013 EL 100'-0" FINISH FLOOR Drafted By: MHL Checked By: SBL Date Drafted: 10/15/2013 13049-02 --- Project #: CORNER GUARDS TYPICAL EXISTING EXTERIOR WINDOW EXISTING STRUCTURAL COLUMN BEHIND BASE AS SCHEDULED EXISTING CONCRETE SLAB EXISTING EXTERIOR WINDOW EXISTING FOUNDATION WALL EAST / WEST BUILDING SECTION DATE 1/4" = 1'-0" # 2 HALF WALL WITH SOLID SURFACE SILL BY MILLWORK VENDOR REVISION DESCRIPTION MOLDED VINYL CHAIR RAIL BUILDING SECTION SCALE: 1/4" = 1'-0" (REFERENCE ONLY) A4.0 COL 4 BY TENANT IMPROVEMENT CONTRACTOR: · R-30 INSULATION · 6 MIL VAPOR BARRIER · 5/8" GYPSUM BOARD · INTERIOR FINISH BY TENANT IMPROVEMENT CONTRACTOR: · R-30 INSULATION · 6 MIL VAPOR BARRIER · 5/8" GYPSUM BOARD · INTERIOR FINISH EL. 114'-0" TRUSS BEARING EL. 114'-0" TRUSS BEARING R-30 INSULATION AND 6 MIL VAPOR BARRIER R-30 INSULATION AND VAPOR BARRIER 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD ONE LAYER 5/8" GYPSUM BOARD OVER 6 MIL VAPOR BARRIER ONE LAYER 5/8" GYPSUM BOARD OVER VAPOR BARRIER BY SHELL CONTRACTOR: · FIBER CEMENT BOARD HORIZONTAL LAP SIDING · 1" XPS RIGID INSULATION BOARD · WATER RESISTIVE BARRIER · 1/2" EXTERIOR GRADE PLYWOOD · 2x6 WOOD STUDS AT 16" OC WITH BATT INSULATION BY SHELL CONTRACTOR: · FIBER CEMENT BOARD HORIZONTAL LAP SIDING · 1" XPS RIGID INSULATION BOARD · WATER RESISTIVE BARRIER · 1/2" EXTERIOR GRADE PLYWOOD · 2x6 WOOD STUDS AT 16" OC WITH BATT INSULATION BY TENANT IMPROVEMENT CONTRACTOR: · 6 MIL VAPOR BARRIER · 5/8" GYPSUM BOARD · INTERIOR FINISH BY TENANT IMPROVEMENT CONTRACTOR: · 6 MIL VAPOR BARRIER · 5/8" GYPSUM BOARD · INTERIOR FINISH EL. 108'-8" T.O. WINDOW PROVIDE BLOCKING FOR WALL ANGLE MOUNTING GYP CEILING OR DAPW CEILING SYSTEM - SEE REFLECTED CEILING PLAN 5/8" GYPSUM BOARD CONTINUOUS SEALANT AND BACKER ROD AT WINDOW OPENINGS - TYPICAL TYPICAL EXTERIOR WALL CONSTRUCTION Proposed Dialysis Clinic for: GYP CEILING OR DAPW CEILING SYSTEM - SEE REFLECTED CEILING PLAN TYPICAL EXTERIOR WALL CONSTRUCTION N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 4 12 BY SHELL CONTRACTOR: · ASPHALT SHINGLES · ROOFING FELT · 3/4" EXTERIOR GRADE PLYWOOD · WOOD TRUSS STRUCTURE PROVIDE BLOCKING FOR WALL ANGLE MOUNTING EXISTING WINDOW SYSTEM BY SHELL CONTRACTOR FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 COL BY SHELL CONTRACTOR: · ASPHALT SHINGLES · ROOFING FELT · 3/4" EXTERIOR GRADE PLYWOOD · WOOD TRUSS STRUCTURE Architects and Engineers 12 TYPICAL ROOF CONSTRUCTION Christopher Kidd & Associates, LLC TYPICAL ROOF CONSTRUCTION CONTINUOUS SEALANT AND BACKER ROD AT WINDOW OPENINGS - TYPICAL EL. 103'-10" EL. 103'-10" WINDOW STOOL BY MILLWORK VENDOR TYPICAL EXTERIOR WALL CONSTRUCTION ONE LAYER 5/8" GYPSUM BOARD OVER 6 MIL VAPOR BARRIER (USE DENS ARMOR PLUS WALLBOARD WHERE REQUIRED) BASE AS SCHEDULED FINISH FLOORING - SEE FINISH FLOORING PLAN AND ROOM FINISH SCHEDULE BY SHELL CONTRACTOR: · BRICK VENEER · 1" XPS RIGID INSULATION BOARD · WATER RESISTIVE BARRIER · 1/2" EXTERIOR GRADE PLYWOOD · 2x6 WOOD STUDS AT 16" OC WITH BATT INSULATION BY TENANT IMPROVEMENT CONTRACTOR: · 6 MIL VAPOR BARRIER · 5/8" GYPSUM BOARD · INTERIOR FINISH TYPICAL EXTERIOR WALL CONSTRUCTION BY SHELL CONTRACTOR: · BRICK VENEER · 1" XPS RIGID INSULATION BOARD · WATER RESISTIVE BARRIER · 1/2" EXTERIOR GRADE PLYWOOD · 2x6 WOOD STUDS AT 16" OC WITH BATT INSULATION ONE LAYER 5/8" GYPSUM BOARD OVER 6 MIL VAPOR BARRIER (USE DENS ARMOR PLUS WALLBOARD WHERE REQUIRED) BY TENANT IMPROVEMENT CONTRACTOR: · 6 MIL VAPOR BARRIER · 5/8" GYPSUM BOARD · INTERIOR FINISH BASE AS SCHEDULED FINISH FLOORING - SEE FINISH FLOORING PLAN AND ROOM FINISH SCHEDULE EL. 100'-0" EL. 100'-0" These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: MHL Checked By: SBL Date Drafted: 10/15/2013 13049-02 DATE REVISION DESCRIPTION --- Project #: EXTERIOR WALL SECTION 1" = 1'-0" 1 EXTERIOR WALL SECTION 1" = 1'-0" # 2 EXTERIOR WALL SECTIONS SCALE : 1" = 1'-0" A5.0 103 118 OPP AS-13 SCALE: 3/8" = 1'-0" 131 (8) 2" CONDUIT SLEEVES FOR DATA/ COAXIAL CABLE, TERMINATE 6" BELOW FINISH CEILING (TYPICAL) AP-5 1'-6" 36" GRAB BAR WITH SAFETY GRIP, PROVIDE WOOD BLOCKING BASE AS SCHEDULED SEE SHEET A2.1 NOTE: SEE ELEVATION #7 ON THIS SHEET FOR TOILET ROOM WALL FINISH INFORMATION. 3/8" = 1'-0" 127 WALL TILE 128 OPP 4 AS-16 6" NOTE: COORDINATE FINAL EQUIPMENT LAYOUT WITH EXISTING ROOF ACCESS LADDER LOCATION WIRING CLOSET SCALE: 4'-4" 8'-8" 2'-10" EQ OPERATION & MAINTENANCE MANUAL LSC 2000 MANUAL VOL. 1 2"X2"X3/16" STEEL ANGLE TO SUPPORT 18" CABLE TRAY, WALL ANGLE SUPPORT KIT BY CHATSWORTH MODEL 11421-1-18 (TYPICAL) BOTH SIDES BUILDING MAINTENANCE MANUAL 6'-9" 2'-4" 2'-0" 2" 4'-0" ANCHOR TO FLOOR WITH 3/8" EXPANSION BOLTS (TYPICAL) EXISTING ROOF ACCESS LADDER. GFI ELECTRICAL RECEPTACLE AT 42" AFF EQ AS BUILT DRAWINGS QUAD RECEPTACLES AT 18" AFF STAFF TOILET 2'-0" SEE SHEET A2.1 3/8" = 1'-0" VOICE, DATA, PATIENT NETWORK RACK 24"W X 30"D X 81"H (OFIC) TV EQUIPMENT RACK 24"W X 30"D X 81"H (NIC) (FOR SATELLITE TV SYSTEMS ONLY , SHOWN FOR REFERENCE) 136 SCHLUTER JOLLY EDGE SUBSTRATE WALL TILE AA-2 6" AA-1 DENS ARMOR PLUS WALLBOARD THROUGHOUT WITH SEMI-GLOSS PAINT (TYPICAL) PORCELAIN TILE AS SHOWN (TYPICAL) SEE DETAIL AA-2 (TYPICAL) SCHLUTER JOLLY TRIM CAP (A100ACG STAINLESS STEEL 304) - TYPICAL 8" 8" 7'-0" 8" CLASS 'A' FRP TO 8'-0" AFF OVER DENS ARMOR PLUS WALLBOARD THROUGHOUT CLASS 'A' FRP TO 8'-0" AFF OVER DENS ARMOR PLUS WALLBOARD THROUGHOUT BEDPAN WASHER WITH VACUUM BREAKER, SEE PLUMBING DRAWINGS FOR MORE INFORMATION 8" CUT TILE AT WALL TO WALL INTERSECTIONS 8" COVED SHEET VINYL BASE TYPICAL SHELVING, BY OWNER'S MILLWORK VENDOR 3'-8" 1'-3" TYPICAL REMAINING WALLS OF TOILET ROOM 30" HOSE AND BRACKET MOUNT AT 3'-0" AFF BASE AS SCHEDULED 6" 6" SCHLUTER QUADEC TRIM BASE (Q60EB STAINLESS STEEL 304) - TYPICAL TYPICAL WET WALL OF TOILET ROOM SHELVING AND BRACKETS BY OWNER'S MILLWORK VENDOR 4'-0" 8" MOP HANGER, PROVIDE SOLID BLOCKING, FIAT #889-CC 8'-0" SUBSTRATE 4'-6" CLEAR SILICONE SEALANT 7'-6" COVED SHEET VINYL BASE 6" SCHLUTER QUADEC EDGE SEE DETAIL AA-1 (TYPICAL) These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. BASE AS SCHEDULED 6 A7.1 CONTINUOUS BEAD OF SILICONE SEALANT AROUND PERIMETER OF MOP BASIN 6 A7.1 Copyright 2013 7 TYPICAL TOILET ROOM TILE WALLS SCALE: 5 3/8" = 1'-0" SOILED UTILITY SCALE: 2 3/8" = 1'-0" 140 AS-3 JANITOR SCALE: 3/8" = 1'-0" 141 Drafted By: HW Checked By: EAH Date Drafted: 10/15/2013 Project #: 13049-02 6" SHEET VINYL COVE BASE 17"-19" SOAP LEDGE 5/8"x 10" PLYWOOD STRIPS, FASTENED TO STUDS (2 PLACES) SHOWER BENCH 3'-5" VARIES SLIP RESISTANT SURFACE 8 SCALE: 3/8" = 1'-0" FINAL LOCATION OF ACCESSIBLE LOCKER SHALL BE DETERMINED BY FMC PROJECT MANAGER NOTE: SEE ELEVATION #7 ON THIS SHEET FOR WALL FINISH INFORMATION. 129 BASE AS SCHEDULED OVER 4" ZEE MOUNT BY MANUFACTURER 6 4'-11" AFF TO CENTERLINE OF PLYWOOD BLOCKING 3/8" = 1'-0" REVISION DESCRIPTION 9" AFF TO CENTERLINE OF PLYWOOD BLOCKING TYP SECTION INTERIOR ELEVATIONS TYPICAL STAFF LOCKERS SCALE: DATE HANDICAP ACCESSIBLE SHOWER STALL 4'-2" LOCKERS 12"W x 12"D x 60"H (DOUBLE TIER) GRAB BARS STAFF SHOWER 5/8" DRYWALL OVER 3-5/8" METAL STUDS PROVIDE FILLER STRIP ON BOTH SIDES AS REQUIRED, TPICAL TYPICAL STAFF LOCKER NOTES: 1. PROVIDE FILLER STRIPS ON EACH END OF LOCKER ROW AS REQUIRED. 2. LOCKERS ARE FURNISHED AND INSTALLED BY CONTRACTOR. 3. PROVIDE RECESSED, ADA COMPLIANT HANDLES AT AN EQUAL NUMBER OF LOCKERS, FOR A TOTAL OF AT LEAST 5% ADA COMPLIANT LOCKERS. 4. ACCESSIBLE LOCKER: HOOKS OR SHELVES SHALL BE 48" MAX FOR HIGH SIDE REACH AND 15" MIN FOR LOW SIDE REACH (PER ANSI STANDARDS). HARDWARE TO COMPLY WITH ICC/ANSI A117.1-2009 STANDARDS FOR ACCESSIBLE DESIGN. TOUCH LATCHES AND U-SHAPED PULLS ARE A CCEPTABLE. 5. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY STICKER 6. PROVIDE 5'-0" DIAMETER TURNING RADIUS IN FRONT OF HC ACCESSIBLE LOCKER. # LOCKER DOOR HANDLES TO BE LEFT HAND REVERSE AS SHOWN, TYPICAL --- SOFFIT ABOVE LOCKERS SHALL BE CONSTRUCTED OF 5/8" GYPSUM BOARD ON 3-5/8" METAL FRAMING AT 24" OC 8'-0" SCALE: FASTEN SLATWALL PANEL TO WALL 3/4" PLYWOOD FULL HEIGHT OF WALL 8'-0" CONTINUOUS BEAD OF CLEAR SILICONE SEALANT AROUND PERIMETER OF BOWL AP-9 TELEPHONE EQUIPMENT (BY OTHERS) 1'-3" TYP SEE SHEET A2.1 12" BASKET TYPE CABLE TRAY AT 90" AFF CABLOFIL CF54/300 EZ MODEL OR EQUAL, HANG PER MANUFACTURERS INSTRUCTIONS FOR SATELLITE SYSTEMS ONLY 3/4" PLYWOOD FULL HEIGHT OF WALL CABLE TV EQUIPMENT (BY OTHERS) 5'-4" TYP 7"-9" 10 VITREOUS KNEE SHROUD 3/8" THREADED ROD AS REQUIRED TO STRUCTURE ABOVE WITH THREADED CLG KIT BY CHATSWORTH MODEL NO 11310-001 TV EQUIPMENT RACK (NIC) 6" SHEET VINYL COVE BASE PTD 5'-0" TOP OF TILE 2'-10" ℄ GYPSUM WALL BOARD CEILING, SEE SHEET A2.5 FASTEN 3/4" PLYWOOD TO SUPPORT STEEL ANGLE SECURITY EQUIPMENT (BY OTHERS) WALL MOUNTED TELEPHONE SYSTEM EQUIPMENT PAPER TOWEL DISPENSER ℄ 101 7'-6" MIRRORCENTER OVER SINK 3'-0" 2'-10" 5'-0" TOP OF TILE JUNCTION BOX TO SUPPLY TRAY MOUNTED DUPLEX RECEPTACLES 6" 3/8" = 1'-0" GROUNDING BAR, CONNECTED TO BUILDING GROUND, MOUNT AT 87" AFF 1'-3" MIN SURFACE MOUNTED TOILET PAPER DISPENSER 1'-0" 2'-10" 3'-3" 42" GRAB BAR WITH SAFETY GRIP, PROVIDE WOOD BLOCKING 1'-6" 4'-6" 3'-3" SCALE: SLAT WALL NOTES: 1. SUNCAST 1' X 4' SLAT WALL PANEL 2. SUNCAST 8" X 12' X 8-1/2" STORAGE BASKET 3. (2) SUNCAST 2" X 7" J-HOOK 4. 6" PVC TUBE, 28" LONG PROVIDE CONDUIT WITH PULL STRING FOR INCOMING "D-MARK" PHONE, VERIFY FINAL LOCATION IN FIELD 9" FLUSHING DEVICE SHALL BE LOCATED ON SIDE OPPOSITE WALL/GRAB RAIL PROVIDE APPROPRIATE TOILET TANK (TYPICAL) WALL MOUNTED LIGHT CENTERED OVER SINK 6'-6" 18" VERTICAL GRAB BAR WITH SAFETY GRIP, PROVIDE WOOD BLOCKING 10'-0" RECEPTION WINDOW ELEVATION 1 PROVIDE CONDUIT WITH PULL STRING FOR SATELLITE TV SYSTEM OR CABLE TV INCOMING SERVICE, VERIFY FINAL LOCATION IN FIELD FULL HEIGHT TILE ON WET WALL 4'-4" 10'-0" 1'-3" TECH REPAIR N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 102 SLIDING LOCKABLE GLASS WINDOW WALL MOUNTED LAUNDRY TUB - SEE PLUMBING DRAWINGS FOR MORE INFORMATION FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 3/8" = 1'-0" 3 5 A7.1 Architects and Engineers NOTE: SEE ELEVATION #7 ON THIS SHEET FOR TOILET ROOM WALL FINISH INFORMATION. BASE AS WALL HUNG TECH REPAIR SCHEDULED CABINET BY OWNERS MILLWORK VENDOR WITH (OWNER FURNISHED) VALVE BOX FASTENED TO PANEL 1'-0" SCALE: MOSAIC TILE BELOW CHAIR RAIL AT WALLS ADJACENT TO RECEPTION AS SHOWN ON SHEET A2.3 NETWORK RACK (OFIC) AP-9 DATA OUTLET AT 48" AFF BASE AS SCHEDULED PATIENT TOILET MOLDED VINYL CHAIR RAIL AT 36" AFF TO TOP OF RAIL CAULK TOP EDGE 14'-0" 9 PTD SOLID SURFACE COUNTER AND TRIM BY OWNER'S MILLWORK VENDOR Proposed Dialysis Clinic for: 7"-9" 36" GRAB BAR WITH SAFETY GRIP, PROVIDE WOOD BLOCKING 6 A7.0 SD (NIC) BASE AS SCHEDULED SEE SHEET A2.1 CONTINUOUS BEAD OF CLEAR SILICONE SEALANT AROUND PERIMETER OF BOWL GFI RECEPTACLES AT 48" AFF SIM SURFACE MOUNT TOILET PAPER DISPENSER AT #102 RECESSED TOILET PAPER DISPENSER AT #103 & #118 4'-0" RO WALL COVERING ABOVE CHAIR RAIL, SEE SHEET A2.3 FOR MORE INFORMATION 8'-8" 1'-6" 1'-6" TECH REPAIR WORK BENCH (OFIC) 42" GRAB BAR WITH SAFETY GRIP, PROVIDE WOOD BLOCKING 1'-3" MIN 1'-3" TYP GYPSUM BOARD SOFFIT, WALL COVERING AT VERTICAL FACES, SEE REFLECTED CEILING PLAN FOR MORE INFORMATION 2'-10" 6" SHEET VINYL COVE BASE 1'-0" 3'-3" ℄ SHELVING, BY OWNER'S MILLWORK VENDOR 4'-6" 3'-3" NURSE CALL WITH CHAIN AT 42" AFF CLASS 'A' FRP TO 8'-0" AFF OVER DENS ARMOR PLUS WALLBOARD 3'-0" RO 5'-0" 6" 2'-10" 5'-0" TOP OF TILE 2'-10" VITREOUS KNEE SHROUD FLUSHING DEVICE SHALL BE LOCATED ON SIDE OPPOSITE WALL/GRAB RAIL PROVIDE APPROPRIATE TOILET TANK (TYPICAL) 5'-0" TOP OF TILE 2'-10" ℄ PTD 6'-6" PAPER TOWEL DISPENSER 3'-0" 18" VERTICAL GRAB BAR WITH SAFETY GRIP, PROVIDE WOOD BLOCKING 2'-6" WALL MOUNTED LIGHT CENTERED OVER SINK MIRRORCENTER OVER SINK CLASS 'A' FRP TO 8'-0" AFF OVER DENS ARMOR PLUS WALLBOARD ELEC RECEPTACLES AT 48" AFF 3 A7.0 Christopher Kidd & Associates, LLC CLASS 'A' FRP TO 8'-0" AFF OVER DENS ARMOR PLUS WALLBOARD FULL HEIGHT TILE ON WET WALL PENDENT LIGHTS, SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 12 A7.0 SCALE: 3/8" = 1'-0" 126 129 A6.0 6" TYP. 5/8" DENS ARMOR PLUS WALLBOARD BEHIND DIALYSIS CABINETS TO 48" AFF OR BOTTOM OF UNDERSIDE OF WINDOW SILL CEILING LINE DOOR CONTROL MODULE FOR INNER VESTIBULE DOOR NURSE CALL ANNUNCIATOR 8" FLOOR DRAIN, SEE PLUMBING DRAWINGS (TYPICAL) DIALYSIS COUNTER SECTION SCALE: CUT OUT FOR SINGLE GANG JUNCTION BOX AND AUDIO CABLE - SEE ELECTRICAL (TYPICAL) 7" HIGH COVED SHEET VINYL BASE LOCATE DOUBLE GFI OUTLET FOR DIALYSIS EQUIPMENT AS DEPICTED (TYPICAL) CORNERGUARD (TYPICAL) SHEET VINYL WITH 7" HIGH INTEGRAL COVED BASE OVER CONCRETE SLAB ON GRADE AT-25 TREATMENT ROOM DOOR RELEASE BUTTON AND ROCKER SWITCH 3'-0" NURSE STATION, SEE MILLWORK DRAWINGS FOR MORE INFORMATION 2'-10" 2 x 6 CONTINUOUS WOOD BLOCKING 3" COVED SHEET VINYL BASE 3'-0" FIRE ALARM PULL STATION PLASTIC LAMINATED SHROUD AT ALL FLOOR DRAINS AND PVC SLEEVES (TYPICAL) 9 RO BOX TO BE FASTENED PER MANUFACTURER'S INSTRUCTIONS EXISTING EXTERIOR WALL FASTEN VALVE BOX TO PANEL PER MANUFACTURERS INSTRUCTIONS PLASTIC LAMINATED SHROUD AT ALL FLOOR DRAINS (TYPICAL) 5 1" = 1'-0" 6,9,10 A7.0 TYP. 24" WIDE REMOVABLE ACCESS PANEL, CENTERED ABOVE VALVE BOX MOUNTING HEIGHTS AT NURSE STATION SCALE: 3/4" = 1'-0" 1 DIALYSIS COUNTER ELEVATION SCALE: 3/4" = 1'-0" 7" EXISTING EXTERIOR WINDOW PROVIDE DOUBLE STUDS TYPICAL AT ALL HEADS WINDOW SILL BY OWNER'S MILLWORK VENDOR 5/8" DENS ARMOR PLUS WALLBOARD TO UNDERSIDE OF WINDOW SILL BEHIND DIALYSIS CABINETS WATER VENDOR SHALL PULL RO/SDS TUBING AND MAKE CONNECTIONS FRAME ANCHORS WALL HUNG DIALYSIS COUNTER BY OWNER'S MILLWORK VENDOR 5/8" GYPSUM WALLBOARD (EACH SIDE) OVER METAL STUD FRAMING, SEE SHEET LS2.0 FOR WALL TYPES WATER VENDOR SHALL PULL RO/SDS TUBING AND MAKE CONNECTIONS EXISTING EXTERIOR WALL 3'-0" FASTEN VALVE BOX TO PANEL PER MANUFACTURERS INSTRUCTIONS 3'-0" FASTEN VALVE BOX TO PANEL PER MANUFACTURERS INSTRUCTIONS 2 x 6 CONTINUOUS WOOD BLOCKING PLASTIC LAMINATED SHROUD AT ALL FLOOR DRAINS AND PVC SLEEVES (TYPICAL) BASE AS SCHEDULED SHEET VINYL WITH 7" HIGH INTEGRAL COVED BASE OVER CONCRETE SLAB ON GRADE FLOOR DRAIN, SEE PLUMBING DRAWINGS (TYPICAL) 6 1" = 1'-0" 3'-4" 7 1/2" DIALYSIS COUNTER SECTION SCALE: 1/4" TEMPERED GLASS SET IN SEALANT BASE AS SCHEDULED PLASTIC LAMINATED SHROUD AT ALL FLOOR DRAINS AND PVC SLEEVES (TYPICAL) SHEET VINYL WITH 7" HIGH INTEGRAL COVED BASE OVER CONCRETE SLAB ON GRADE AT-25 HOLLOW METAL FRAME PAINT TO MATCH DOOR FRAME 3/4" X 3/4" APPLIED METAL STOP (PAINTED TO MATCH FRAME) 2 x 6 CONTINUOUS WOOD BLOCKING 8" 10 3'-10" WALL HUNG DIALYSIS COUNTER BY OWNER'S MILLWORK VENDOR HOLLOW METAL FRAME WITH 3 ANCHORS MINIMUM PER JAMB 5/8" DENS ARMOR PLUS WALLBOARD TO 48" AFF BEHIND DIALYSIS CABINETS AT-25 DIALYSIS COUNTER SECTION SCALE: CLINIC MANAGER SIDE FLOOR DRAIN, SEE PLUMBING DRAWINGS (TYPICAL) 2 1" = 1'-0" TREATMENT ROOM SIDE SECTION AT CLINIC MANAGER WINDOW SCALE: 1 1/2" = 1'-0" WALL PARTITION AS SPECIFIED 2'-0" MINIMUM (3'-0" PREFERRED) WALL COVERING 2'-0" MINIMUM (3'-0" PREFERRED) SEE SHEET LS2.0 FOR PARTITION HEAD ANCHORAGE HORIZONTAL SLEEVE FIRE RATED 5/8" EXTERIOR GRADE PLYWOOD, CAULK ALL JOINTS WITH TREMCO DYMONIC FC 6 3/4" MIN CLR COORDINATE PLACEMENT OF VERTICAL AND HORIZONTAL PVC SLEEVING FOR REQUIRED BENDING RADIUS OF TEFLON TUBING LOOP WOOD BLOCKING HEADER 6" CLASS 'A' FIRE RATED FRP (ALL WALLS) MAINTAIN 1/4" GAP AT BOTTOM OF PANEL, SET IN CONTINUOUS BEAD OF SILICONE SEALANT 7" HIGH CONTINUOUS WATER SHIELD FLASHING BEHIND GYPSUM BOARD AND FRP SOLID SURFACE TRANSACTION COUNTER BY OWNER'S MILLWORK VENDOR WORKSURFACE BY OWNER'S MILLWORK VENDOR CHASE BY OWNER'S MILLWORK VENDOR PAINT ALL TRIM TO MATCH RECEPTION WINDOW FRAME COLOR - SEE SHEET A2.8 FOR MORE INFORMATION (TYPICAL) WALL HUNG DIALYSIS COUNTER BY OWNER'S MILLWORK VENDOR METAL STRAPPING AT 24" OC VERTICALLY - PROVIDE BLOCKING IN WALL AS REQUIRED, ENSURE STRAPPING IS COMPLETELY CONCEALED WHEN MILLWORK CHASE IS INSTALLED QUARRY TILE FLOOR AND TILE COVE BASE WITH EPOXY GROUT, OVER PREPARED CONCRETE SLAB TRACK TOP OF TRACK FLUSH WITH TOP OF SILL 6" SCHEDULE 40 BELLED END PVC SLEEVE, STRAPPEDTO FRAMING AT 24" OC VERTICALLY 5/8" DENS ARMOR PLUS WALLBOARD ON 3-5/8" METAL STUDS AT 16" OC MAXIMUM WITH 3-1/2" SOUND ATTENUATION BLANKETS TO DECK WOOD JAMB AND CASING BY OWNER'S MILLWORK VENDOR LOCKABLE SLIDING GLASS WINDOW RO TUBING BUNDLED WITH 1/2" SDS TUBING (BY OTHERS) 8'-0" AFF TOP OF FRP/PLYWOOD FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 WATER VENDOR SHALL PULL RO/SDS TUBING AND MAKE CONNECTIONS POWER AND DATA FOR PATIENT STATION NETWORK - SEE ELECTRICAL (TYPICAL) Proposed Dialysis Clinic for: WALL HUNG DIALYSIS COUNTER BY OWNER'S MILLWORK VENDOR WALL SCONCE AT 6'-6" AFF (TYPICAL) N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com FIRE ALARM ANNUNCIATOR PANEL MAIN INTERCOM PANEL Architects and Engineers NOTE: FOR EXACT LOCATION OF DEVICES, SEE FLOOR PLAN SHEET A2.0 Christopher Kidd & Associates, LLC 5/8" DENS ARMOR PLUS WALLBOARD TO 48" AFF BEHIND DIALYSIS CABINETS WALL HUNG DIALYSIS COUNTER BY OWNER'S MILLWORK VENDOR WOOD BLOCKING NOTE: VERIFY FINAL CONFIGURATION OF TUBING CONDUIT WITH MARCOR PRIOR TO INSTALLATION 6" 'ROAD SWEEP' SHALL EXTEND INTO DIALYSIS CABINET AREA AS SHOWN MOSAIC TILE, SEE SHEET A2.3 FOR LOCATIONS BASE AS SCHEDULED 6" MOLDED VINYL BASE RECEPTION SIDE WAITING ROOM SIDE These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 1 1/2" = 1'-0" AT-36 VERTICAL SLEEVE CHASE DETAIL SCALE: 3/4" = 1'-0" 3 SECTION AT TRANSACTION COUNTER Drafted By: HW SCALE: Checked By: EAH Date Drafted: 10/15/2013 1 1/2" = 1'-0" TAPE 6 MIL POLY VAPOR BARRIER (OR MATCH EXISTING BARRIER IF GREATER THAN 6 MIL) PATCH TO EXISTING VAPOR BARRIER FLAP AT 4" SLAB OVERCUT RECEPTION SIDE WAITING ROOM SIDE WALL PARTITION AS SPECIFIED WALL HUNG DIALYSIS COUNTER BY OWNER'S MILLWORK VENDOR STEEL STUD WALL COVERING WOOD JAMB AND CASING WOOD BLOCKING CHASE BY OWNER'S MILLWORK VENDOR WAITING ROOM SIDE WOOD JAMB AND CASING HEADER ALIGN TO DOOR HEAD GLASS HEAD GLASS SEALANT BOTH SIDES PAINT ALL TRIM TO MATCH RECEPTION WINDOW FRAME COLOR - SEE SHEET A2.8 FOR MORE INFORMATION (TYPICAL) RECEPTION SIDE 12 7 A7.0 SCALE: 1 1/2" = 1'-0" 6" SCHEDULE 40 BELLED END PVC SLEEVE, STRAPPED TO FRAMING AT 24" OC VERTICALLY TRACK WITH RUBBER GASKET WOOD BLOCKING SOLID SURFACE TRANSACTION COUNTER BY OWNER'S MILLWORK VENDOR WALL PARTITION AS SPECIFIED RECEPTION WINDOW DETAILS METAL STRAPPING AT 24" OC VERTICALLY WAITING ROOM SIDE GLASS SILL 34" AFF JAMB EXISTING COMPACTED STONE FILL RO TUBING BUNDLED WITH 1/2" SDS TUBING (BY OTHERS) 6 3/4" MIN. CLR. TRACK WITH RUBBER GASKET #4 REBAR AT 12 0.C. INDIRECT WASTE VENT PIPE 1'-0" TYP. 9" RECEPTION SIDE WALL PARTITION AS SPECIFIED, SEE SHEET A2.0 FOR MORE INFORMATION EXISTING VAPOR BARRIER (V.I.F.) 13049-02 SILL 5/8" DENS ARMOR PLUS WALL BOARD TO 48" AFF BEHIND DIALYSIS CABINETS MOSAIC TILE 8 AT-37 DIALYSIS COUNTER END WALL DETAIL SCALE: 1 1/2" = 1'-0" DATE WALL COVERING COMPACTED PEA GRAVEL Project #: V.I.F. WALL PARTITION AS SPECIFIED, SEE SHEET A2.0 FOR MORE INFORMATION CONCRETE SLAB WITH W.W.M. OVERCUT SLAB BY 4" ALL SIDE AVOID PUNCTURING EXISTING VAPOR BARRIER, TRIM BARRIER WHERE REQUIRED TO COMPLETE WORK, MAINTAINING A MINIMUM OF 4" OF EXISTING POLY AROUND PERIMETER FOR PATCH INSTALLATION. --- SCALE: 7 REVISION DESCRIPTION AS-10 WATER TREATMENT PARTITION 4 PLUMBING SLAB CUT DETAIL SCALE: # 11 1 1/2" = 1'-0" DETAILS SCALE: VARIES A7.0 JAMB 2 SCALE: 3" = 1'-0" SILL MULLION TREATMENT ROOM SEPARATION ROOM WALL FINISH AS SPECIFIED, SEE SHEET A2.3 FOR MORE INFORMATION RETURN FLASH COVE AT CORNER TO MEET STOREFRONT (AT SEPARATION ROOM ONLY) DETAIL 5B HEAD HEAD 1/2" CLEAR MINIMUM SCALE: 3" = 1'-0" JAMB INTERIOR (NON-THERMAL) -TYPICAL DETAIL 2 DETAIL 3 DETAIL 4 INTERIOR (NON-THERMAL) -TYPICAL SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" BASE AS SCHEDULED DETAIL 6 SCALE: 6" = 1'-0" DETAIL 5C TYPICAL STOREFRONT FRAMING DETAILS 1 VARIES RECESSED ELECTRONIC READOUT BOX (OFIC) OFFSET FROM SCALE AND FASTENED TO 2 X 4 WOOD STUDS EACH SIDE OF BOX, VERIFY FINAL LOCATION WITH FMC PROJECT MANAGER 6" SOLID SURFACE WALL CAP BY OWNER'S MILLWORK VENDOR 42" GRAB BAR, PROVIDE BACKING PLATE INPRO WALL PROTECTION AS SHOWN 4'-5 1/2" ELECTRONIC SCALE 3'-6" BASE AS SCHEDULED 3'-0" 3/4" = 1'-0" FRP PANEL OR INPRO WALL PROTECTION PANEL. SET PANEL 1/4" ABOVE BASE AND SET IN CONTINUOUS BEAD OF SILICONE SEALANT NOTE: FIBERGLASS REINFORCED PANELS (FRP) SHALL BE INSTALLED IN THE EMERGENCY SHOWER AREA, MEDICAL WASTE ROOM, TECH REPAIR STATION, JANITOR CLOSET, AND SDS/GRANUFLO AREAS, ALL PANELS USED MUST BE CLASS 'A' FIRE RATED 1" DIAMETER FLEXIBLE CONDUIT METAL STUD FRAMING EACH SIDE OF WOOD STUDS EXISTING CONCRETE FLOOR SCALE: SEE PARTITION TYPES ON LS2.0 FOR PARTITION CONSTRUCTION INPRO WALL PROTECTION AS SHOWN BASE AS SCHEDULED WALL STUDS GYPSUM BOARD WALL FINISHES SHALL BE APPLIED PRIOR TO CORNERGUARD INSTALLATION 3 1/2" SOUND ATTENUATION BLANKETS TO DECK 7" HIGH CONTINUOUS ICE AND WATER SHIELD FLASHING BEHIND GYPSUM BOARD AND PANEL TEXTURED HIGH IMPACT SNAP-ON COVER SHEET VINYL OR RESINOUS FLOORING WITH INTEGRAL INTEGRAL COVE BASE OVER PREPARED CONCRETE SLAB, SEE ROOM FINISH LEGEND ON SHEET A2.8 FOR SHEET VINYL BASE HEIGHT BASE AS SCHEDULED EXISTING CONCRETE FLOOR SELF TAPPING SCREWS AT 18" STAGGERED VERTICALLY 2" TYPICAL A CONTINUOUS J-MOLD MAINTAIN 7' CLEAR 5" 1'-0" COVED RESINOUS FLOORING/ COVED SHEET VINYL FLOORING 5 INPRO WALL PROTECTION, SEE SHEET A2.3 FOR MORE INFORMATION 6" AS-5 OVERCUT CONCRETE SLAB AS INDICATED X 6" MINIMUM DEEP CENTER SCALE IN PIT AND PARALLEL TO WALL 4'-2" WALL PROTECTION BASE DETAIL SCALE: NOTE: 1. CORNER GUARD TO BE INSTALLED AT ALL OUTSIDE CORNERS OF WALLS DIRECTLY OVER WALL FINISH. 2. SET DIRECTLY AT TOP OF WALL BASE. 3. SEE TYPICAL MOUNTING HEIGHTS ON SHEET A2.7 FOR TOP OF CORNER GUARD HEIGHTS. 4. AT CORNERS WITH CHAIR RAIL, CORNER GUARDS TERMINATE AT UNDERSIDE OF CHAIR RAIL . HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB. PROVIDE BACKER ROD AND SEALANT EACH SIDE ELEVATION 3/4" = 1'-0" 2'-8" 3" = 1'-0" 2 AG-4 CONTINUOUS ALUMINUM RETAINER CORNER GUARD DETAIL SCALE: 1:1 6" SEE SHEET A2.3 FOR LOCATION OF FRP OR INPRO WALL PROTECTION PANEL, SET 1/8" ABOVE TRIM AND PROVIDE CONTINUOUS BEAD OF SILICONE SEALANT PROVIDE 2" WIDE RUBBER EDGE (CUT RUBBER BASE, MITRE CORNERS) AT ENTIRE PERIMETER OF SCALE FLUSH WITH SHEET VINYL FLOORING 3" REF. FLOORING TO EDGE OF SUBFRAME SCALE TOP PLATE (OFIC) SCALE (OFIC) 7" HIGH CONTINUOUS WATER SHIELD FLASHING BEHIND GYPSUM BOARD AND PANEL 3" EXISTING CONCRETE SLAB FRP PANEL OR INPRO WALL PROTECTION PANEL. SET PANEL 1/4" A.F.F AND SET IN CONTINUOUS BEAD OF SILICONE SEALANT NOTE: FIBERGLASS REINFORCED PANELS (FRP) SHALL BE INSTALLED IN THE EMERGENCY SHOWER AREA, MEDICAL WASTE ROOM, TECH REPAIR STATION, JANITOR CLOSET, AND SDS/GRANUFLO AREAS, ALL PANELS USED MUST BE CLASS 'A' FIRE RATED FRAME ANCHOR BOLTS (OFIC) SET FRAME LEVEL 3", 4", OR 7" TO TOP OF SHEET VINYL BASE SEE PARTITION TYPES ON LS2.0 FOR PARTITION CONSTRUCTION PLAN 3/4" = 1'-0" RUBBER BASE SET IN SILICONE SEALANT AND THOROUGHLY GLUED TO PANEL 3" JOHNSONITE VINYL TRIM MODEL #SCC-XX-D SEE SHEET A2.8 FOR COLOR SELECTION GYPSUM BOARD SUBSTRATE HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB, PROVIDE SEALANT AND BACKER ROD COVED SHEET VINYL BASE SHEET VINYL FLOOR, SEE SHEET A2.3 FOR MORE INFORMATION METAL STUD FRAMING COVE STICK CONTINUOUS J-MOLD CONCRETE FILL 3" 'Z' CHANNEL SCALE SUBFRAME (OFIC), SET INTO CONCRETE PRIOR TO INSTALLATION OF SCALE. HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB. PROVIDE BACKER ROD AND SEALANT EACH SIDE SEALED CONCRETE / SHEET VINYL FLOORING CHANNELS FOR SCALE FRAME (OFIC) These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. CONCRETE FLOOR SLAB SECTION 3" = 1'-0" Copyright 2013 IN-FLOOR SCALE DETAIL AT-19 SCALE: 6 VARIES AS-5 WALL PROTECTION BASE DETAIL SCALE: 3" = 1'-0" 3 SHEET VINYL COVE DETAIL Drafted By: HW SCALE: Checked By: EAH Date Drafted: 10/15/2013 1:1 PROTECT LEADING EDGE OF QUARRY TILE WITH SCHLUTER 'SHEINE E125' STAINLESS STEEL TERMINATION BAR WALL FINISH, SEE SHEET A2.3 FOR MORE INFORMATION 4" TYP JOHNSONITE VINYL ADAPTOR MODEL #CTA-XX-Q COLOR: 32 - PEBBLE 4" TYP BEVEL LAST 4" ADJACENT TO TRENCH DRAIN TO A DEPTH OF 1/2" TO ALLOW QUARRY TILE TO SLOPE TOWARD THE DRAIN 4" TRENCH DRAIN, SET FLUSH WITH SLAB AND EXTEND 15" BEYOND EACH SIDE OF OPENING, UNO SECTION 'A' 4'-0" MIN CORNERGUARD (TYPICAL) 1'-3" TYP 4" TYP 5" 10 1/2" --VARIES - SEE SHEET A2.3 8'-0" HIGH, FIRE RATED 5/8" EXTERIOR GRADE PLYWOOD, CAULK ALL JOINTS WITH TREMCO DYMONIC FC CONTINUOUS SOLID WOOD BLOCKING BEHIND CHAIR RAIL 5/8" DENS ARMOR PLUS WALLBOARD ON 3-5/8" METAL STUDS AT 12" OC, MAXIMUM WITH 3-1/2" SOUND ATTENUATION BLANKETS TO DECK MOLDED VINYL CHAIR RAIL, SET IN PLACE WITH CONSTRUCTION ADHESIVE AND 1-1/2" BRADS AT 16" O.C., CAULK AT ALL NAIL HOLES (COLOR TO MATCH CHAIR RAIL), ALL JOINTS TO BE SUPER GLUED, TYP. 7" HIGH CONTINUOUS ICE AND WATER SHIELD FLASHING BEHIND GYPSUM BOARD AND PANEL 4" TYP 4" TYP CLASS 'A' FIRE RATED FRP (ALL WALLS) MAINTAIN 1/4" GAP AT BOTTOM OF PANEL, SET IN CONTINUOUS BEAD OF SILICONE SEALANT WALL FINISH, SEE SHEET A2.3 FOR MORE INFORMATION QUARRY TILE FLOOR AND TILE COVE BASE WITH EPOXY GROUT, OVER PREPARED CONCRETE SLAB 4 4" TYP CONTINUOUS J-MOLD EACH SIDE A 9 AS-6 PLAN 'B' WATER TREATMENT TRENCH DRAIN DETAIL SCALE: 1 1/2" = 1'-0" MECH/ STORAGE ROOM, ETC. 7 AS-4 HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB, PROVIDE BACKER ROD AND SEALANT EACH SIDE WATER TREATMENT ROOM WATER TREATMENT WATERPROOF DETAIL SCALE: 3" = 1'-0" 13049-02 DATE QUARRY TILE BASE BEYOND QUARRY TILE FLOOR Project #: OPENING BEYOND, RUN QUARRY TILE BASE TO OUTER EDGE OF OPENING AP-7 CHAIR RAIL DETAIL SCALE: # 8 5" TYP SCALE: CHAIR RAIL DETAIL IN STAFF LOUNGE, WAITING ROOM, AND CONFERENCE ROOM 5" 10 SCALE: 3" = 1'-0" Proposed Dialysis Clinic for: DETAIL 1 2" TYPICAL SCHEMATIC ELEVATION 6 SEE SHEET A2.3 FOR MORE INFORMATION 4 REVISION DESCRIPTION DETAIL 3 2" X 2" PLASTIC CORNER GUARD EXTENDS FROM THE TOP OF BASE TO UNDERSIDE OF CHAIR RAIL, INSTALL AT ALL OUTSIDE CORNERS OF WALLS DIRECTLY OVER WALL FINISH - SEE DETAIL #2 ON THIS SHEET N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com DETAIL 5A FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 5C Architects and Engineers 5B MOLDED VINYL CHAIR RAIL, REFER TO DETAIL #4 ON THIS SHEET, CAULK TOP EDGE OF CHAIR RAIL, MITER CORNERS AS APPLICABLE Christopher Kidd & Associates, LLC 5A CAULK WITH BACKER ROD (TYPICAL) VARIES - SEE SHEET A2.3 1 6" = 1'-0" DETAILS SCALE: VARIES A7.1 WEST PENN 231 AUDIO CABLE BY EC (RUNS BETWEEN SOFFIT AND DIALYSIS CHASE) (TERMINATIONS OF AUDIO AND COAX BY TV VENDOR) 6" (2) SINGLE GANG J-BOX BOTTOM OF BOX AT 9'-8" AFF (POWER/AUDIO, COAX) BY EC METAL STUD SIZE VARIES - 3 5/8" (TYPICAL) MOUNT AND TELEVISION (BY TV VENDOR) 6" GYPSUM BOARD AS SPECIFIED 2 x 12 WOOD BLOCKING CORNER BEAD (TYPICAL) VERTICAL FACES OF SOFFIT SHALL RECEIVE ACCENT PAINT COLOR, SEE SHEET TO SHEET A2.8 FOR MORE INFORMATION VARIES SEE SHEET A2.5 CEILING GRID (10'-0" MIN) 4" WEST PENN 841 COAX CABLE BY EC (HOME RUN TO WIRING RACK) (TERMINATIONS OF AUDIO AND COAX BY TV VENDOR) 11 1/4" SINGLE GANG J-BOX BOTTOM OF BOX AT 9'-8" AFF (POWER) BY EC HEAD METAL STUD RUNNER WEST PENN 231 AUDIO CABLE BY EC (RUNS BETWEEN SOFFIT AND DIALYSIS CHASE) 3/4" ELEC CONDUIT BY EC ACT CEILING SEE A2.5 METAL DOOR FRAME FIRE RATED WHERE REQUIRED SINGLE GANG J-BOX BOTTOM OF BOX AT 9'-8" AFF BY EC (AUDIO/COAX FACE PLATE BY TV VENDOR) 2" GYPSUM BOARD AS SPECIFIED DOUBLE METAL STUDS MOUNT AND TELEVISION (BY TV VENDOR) BOTTOM OF SOFFIT SEE A2.5 VARIES BOTTOM OF SOFFIT SEE A2.5 SEE PLANS FOR PARTITION TYPE AND THICKNESS JAMB ANCHOR 2 x 12 WOOD BLOCKING JAMB 20 GAUGE METAL STUD SOFFIT FRAMING 5 AT-49 LCD TV SOFFIT MOUNT DETAIL AT TREATMENT ROOM SCALE: 3/4" = 1'-0" 1 INTERIOR DOOR DETAILS SCALE: 3" = 1'-0" 3/4" ELEC. CONDUIT TO 6" ABOVE FINISHED CEILING BY EC MOUNT AND TELEVISION (BY TV VENDOR) N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 11 1/4" (PROVIDE 5'-0" PIGTAIL ON COAX AND AUDIO CABLES AT BOTH ENDS) Architects and Engineers 4" ACT CEILING SEE A2.5 Christopher Kidd & Associates, LLC 6" WEST PENN 841 COAX CABLE BY EC (HOME RUN TO WIRING RACK) 2 X 12 WOOD BLOCKING (TYPICAL) 1'-4" CL ANGLE BY SIMPSON STRONG TIE (TYPICAL AT EACH CORNER) DUPLEX RECEPTACLE SEE A2.5 5'-10" GYP BOARD SOFFIT RAPID RUN "PC RUNNER" VGA CONNECTOR/CABLE FROM CONFERENCE TABLE 4'-6" SEE A2.5 1'-4" TYP. CAT 6 DATA PORT FROM DVD PLAYER IN CABINET 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS AT 16" OC PROVIDE BRACING AS REQUIRED 2 x WOOD STUDS EACH SIDE OF (FULL DEPTH) WALL FRAMING EXTEND TO STRUCTURE ABOVE UPPER CABINETS BY OWNER'S MILLWORK VENDOR 1'-4" 6 SOFFIT AT UPPER CABINETS SCALE: 1" = 1'-0" 2 AA-14 3/4" ELEC. CONDUIT TO 6" ABOVE FINISHED CEILING, BY EC 4" SCALE: 3/4" = 1'-0" 3-5/8" METAL STUDS KICKER 4'-0" OC FASTENED TO ROOF STRUCTURE ABOVE SINGLE GANG BOX FOR WEST PENN 841 COAX CABLE, BY EC (FACEPLATE AND TERMINATIONS BY TV VENDOR) 11 1/4" LCD TV WALL MOUNT DETAIL DETAIL AT CONFERENCE ROOM FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 ACT CEILING Proposed Dialysis Clinic for: CEILING SYSTEM AS SPECIFIED ON SHEET A2.5 6" CORNER BEAD (TYPICAL) SINGLE GANG BOX FOR WEST PENN 841 COAX CABLE, BY EC (FACEPLATE AND TERMINATIONS BY TV VENDOR) DUPLEX RECEPTACLE 8'-8" AFF BOTTOM OF SOFFIT MOUNT AND TELEVISION (BY TV VENDOR) 3-5/8" METAL STUDS 6" 5/8" GYPSUM BOARD 2 x 12 WOOD BLOCKING METAL STUD RUNNER CHANNEL CEILING TYPE 2 x WOOD STUDS EACH SIDE OF (FULL DEPTH) WALL FRAMING EXTEND TO STRUCTURE ABOVE SEE A2.5 CEILING SYSTEM AS SPECIFIED GYP BOARD HEADER SEE A2.5 1'-4" CORNER BEAD (TYPICAL) 7 AP-8 LCD TV WALL MOUNT DETAIL AT WAITING ROOM SCALE: 3/4" = 1'-0" These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 3 TYPICAL BULKHEAD DETAIL Drafted By: HW SCALE: Checked By: EAH Date Drafted: 10/15/2013 3" = 1'-0" WEST PENN 231 AUDIO CABLE BY EC WEST PENN 841 COAX CABLE BY EC Project #: 13049-02 --- CORNER BEAD (TYPICAL) CEILING SYSTEM AS SPECIFIED ON SHEET A2.5 REVISION DESCRIPTION 11 1/4" SINGLE GANG J-BOX BY EC (AUDIO/COAX FACE PLATE AND TERMINATIONS BY TV VENDOR) 6" 1'-1" 3/4" ELECTRICAL CONDUIT TO 6" ABOVE FINISHED CEILING, BY EC ACT CEILING SEE A2.5 GYP BOARD SOFFIT DUPLEX RECEPTACLE VARIES MOUNT AND TELEVISION (BY TV VENDOR) SEE SHEET A2.5 SEE A2.5 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS AT 16" OC PROVIDE BRACING AS REQUIRED 4 TYPICAL SOFFIT SECTION AT CONFERENCE ROOM AND WAITING ROOM SCALE: # 2 x WOOD STUDS EACH SIDE OF (FULL DEPTH) WALL FRAMING EXTEND TO STRUCTURE ABOVE DATE 2 x 12 WOOD BLOCKING 1" = 1'-0" 1'-4" 8 AT-48 LCD TV WALL MOUNT DETAIL AT SEPARATION ROOM SCALE: 3/4" = 1'-0" DETAILS SCALE: VARIES A7.2 VALVE 8 3 A/8.4 3 3 A/8.4 CONFERENCE ROOM 123 180 SQ FT 9 A/8.4 1 A/8.1 PREP SINK 115 PREP SINK 111 8 A/8.5 NURSE STATION 110 3 A/8.5 7 A/8.5 MED PREP 113 WHEELCHAIR STORAGE 114 3 A/8.1 NURSE STATION 117 2 A/8.4 2 A/8.5 10 PREP SINK 116 PREP SINK 112 MEDICAL RECORDS 106 92 SQ FT 11 1 A/8.2 8 A/8.4 LAB PREP 119 50 SQ FT 17 16 15 14 13 CORRIDOR 121 CORRIDOR 122 9 PATIENT PREP 107 RECEPTION 105 129 SQ FT EXAM 124 125 SQ FT 7 1 A6.0 COATS 104 1 A/8.4 6 Proposed Dialysis Clinic for: WAITING ROOM 101 377 SQ FT 5 TREATMENT ROOM 108 2668 SQ FT 1 A6.0 PATIENT TOILET 103 51 SQ FT 4 FMC - North Greeley 2 SEPARATION ROOM 109 122 SQ FT VESTIBULE 100 N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com VALVE 12 PATIENT TOILET 118 69 SQ FT FMC Location #8830-1 1212 9th Street Greeley, CO 80631 VALVE Architects and Engineers PATIENT TOILET 102 51 SQ FT Christopher Kidd & Associates, LLC Millwork Drawings By: Phoenix Millwork 1901 E House St. Alvin, TX 77511 Ph: (281) 388 - 2211 x 135 Fax: (281) 585 - 6021 Mobile: (281) 299 - 7949 www.phoenixmillwork.net 1 A/8.4 1 A/8.5 STAFF LOUNGE 130 176 SQ FT CLINIC MANAGER 120 107 SQ FT WIRING CLOSET 136 75 SQ FT MULTI-PURPOSE OFFICE 125 145 SQ FT PSDS/ GRANUFLO 138 253 SQ FT 5 A6.0 SOILED UTILITY 140 57 SQ FT 9 A/8.5 STAFF LOCKERS 126 64 SQ FT WATER TREATMENT 137 305 SQ FT 4 A6.0 CLEAN UTILITY 10 8 139 A/8.5 50 SQ FT STAFF SHOWER 129 67 SQ FT JANITOR CLOSET 2 141 50 SQ FT A6.0 WATER HEATER 135 23 SQ FT 3 A6.0 SOILED UTILITY 140 7 57 SQ FT A/8.4 10 A/8.4 TECH REPAIR 131 92 SQ FT MECHANICAL/ STORAGE 134 956 SQ FT These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 STAFF TOILET 128 51 SQ FT MED WASTE 142 83 SQ FT Drafted By: Checked By: Date Drafted: Project #: 10/11/2013 13049-02 DATE REVISION DESCRIPTION --- STAFF TOILET 127 71 SQ FT SPRINKLER RISER 132 51 SQ FT ELECTRICAL ALCOVE 133 28 SQ FT MILLWORK KEYPLAN - LEVEL 1 # 1 1/4" = 1'-0" MILLWORK KEYPLAN A8.0 MILLWORK KEYPLAN TREATMENT ROOM 108 24" 24" 12" 24" 24" 24" 12" 24" 24" 24" 24" 12" 24" 24" 24" 12" 24" 24" 24" 24" 12" 24" 24" 24" 12" 24" 24" 33E 33F 33E CUT-OUT SIZE TBD CUT-OUT SIZE TBD 33C CUT-OUT SIZE TBD 31 32D 31 30B 31 32D 33A 33A 33A 33A 32D 30B 31 31 32D 33A 33A 33A 33A 32D 30B 31 31 32D 33A 31 ELEVATION: TREATMENT FLOOR 108 NORTH SCALE: 1/2"=12" PROVIDE WINDOW SILLS FOR ALL EXTERIOR WINDOWS BY MILLWORK VENDOR (TYP UNO) 29D 33E 29A FD REMOVABLE 29D 3 A/8.2 29A 29D 29D REMOVABLE 4 A/8.2 29A 29D 28E REMOVABLE 33F FINISHED END 1 A/8.1 33A N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com ITEM 33E 2 SIDED CHASE SHIP KNOCK DOWN Architects and Engineers PROVIDE WINDOW SILLS FOR ALL EXTERIOR WINDOWS BY MILLWORK VENDOR (TYP UNO) Christopher Kidd & Associates, LLC Millwork Drawings By: Phoenix Millwork 1901 E House St. Alvin, TX 77511 Ph: (281) 388 - 2211 x 135 Fax: (281) 585 - 6021 Mobile: (281) 299 - 7949 www.phoenixmillwork.net 33D DRAIN COVER BEYOND 96" 96" 96" 96" 96" 97.25" SCALE: 1/2"=12" 24" 24" 12" 24" 24" 24" 12" 24" 24" 24" 24" 12" 24" 24" 24" 12" 24" FMC Location #8830-1 1212 9th Street Greeley, CO 80631 ENLARGED PLAN: TREATMENT FLOOR 108 NORTH Proposed Dialysis Clinic for: 2 A8.1 FMC - North Greeley 577.25" 24" 33E CUT-OUT SIZE TBD 31 33A 32D 31 CUT-OUT SIZE TBD 30B 31 32D 33A 33A 33A 33A 32D 31 30B 31 32D 33A 31 ELEVATION: TREATMENT FLOOR 108 EAST 3 A/8.1 These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. SCALE: 1/2"=12" 3 A/8.2 PROVIDE WINDOW SILLS FOR ALL EXTERIOR WINDOWS BY MILLWORK VENDOR (TYP UNO) 4 A/8.2 Copyright 2013 Drafted By: Checked By: 29A FD REMOVABLE 29D 29A 29D REMOVABLE FD 29D Date Drafted: 10/11/2013 33E 33D 33D DRAIN COVER BEYOND Project #: 13049-02 DRAIN COVER BEYOND 96" 96" 96" 96" --- 29D 33E REVISION DESCRIPTION 384" PROVIDE WINDOW SILLS FOR ALL EXTERIOR WINDOWS BY MILLWORK VENDOR (TYP UNO) MILLWORK FINISH SCHEDULE PL 1 - WA 4669-60 NATURAL TIGRIS @ DRY WORK SURFACES UNO PL 2 - WA 7054-60 WILD CHERRY @ ALL VERTICAL SURFACES UNO PL 3 - WA 7925-38 MONTICELLO MAPLE @ ALL VERTICAL CHASES SS 1 - WA 9033 ML CARAMEL MELANGE @ ALL SOLID SURFACE UNO ENLARGED PLAN: TREATMENT FLOOR 108 EAST DATE 4 A8.1 SCALE: 1/2"=12" # MEL 1 - WHITE MELAMINE @ ALL WALL SHELVING TREATMENT ROOM ELEVATIONS A8.1 MILLWORK ELEVATIONS 24" 12" 12" 24" 24" 24" 12" 24" 24" 24" 24" 12" 24" 24" 24" 12" 24" 24" 24" 24" 12" 24" 24" 24" 12" 24" 24" 33F 33F 33E CUT-OUT SIZE TBD CUT-OUT SIZE TBD 33C CUT-OUT SIZE TBD 31 32B 32D 31 31 30B 32D 33A 33A 33A 33A 32D 31 31 30B 32D 33A 33A 33A 33A 32D 31 31 30B 32D 33A 31 33B ELEVATION: TREATMENT FLOOR 108 SOUTH 1 A/8.2 SCALE: 1/2"=12" 29D 29A FD 33E REMOVABLE 29D 29A 29D REMOVABLE 29D 4 A/8.2 29A 29D REMOVABLE FD 28E 33F 33D FINISHED END 3 A/8.2 33D DRAIN COVER BEYOND DRAIN COVER BEYOND 91" 96" 96" 96" 96" 97.25" Proposed Dialysis Clinic for: FMC - North Greeley 572.25" ENLARGED PLAN: TREATMENT FLOOR 108 SOUTH 2 A/8.2 N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com TREATMENT ROOM 108 SCALE: 1/2"=12" FMC Location #8830-1 1212 9th Street Greeley, CO 80631 ITEM 33E 2 SIDED CHASE SHIP KNOCK DOWN Architects and Engineers PROVIDE WINDOW SILLS FOR ALL EXTERIOR WINDOWS BY MILLWORK VENDOR (TYP UNO) Christopher Kidd & Associates, LLC Millwork Drawings By: Phoenix Millwork 1901 E House St. Alvin, TX 77511 Ph: (281) 388 - 2211 x 135 Fax: (281) 585 - 6021 Mobile: (281) 299 - 7949 www.phoenixmillwork.net REMOVABLE PANEL ACCESS TO TOP OF VALVE PANEL 5/8" DENS ARMOR PLUS FIRE WLBD BEHIND DIALYSIS CABINETS. 12" 1" LAMINATED 1 X 2 TRIM BOARD SET IN CONTINUOUS BEAD OF SEALANT 2 x 6 CONT. WOOD BLOCKING 27.5" 35.75" WATER VENDOR TO PULL RO/SDS TUBING AND MAKE ALL CONNECTIONS 2 x 6 CONT. WOOD BLOCKING WALL HUNG DIALYSIS COUNTER BY MISKO, INSTALLED BY CONTRACTOR AFFIX WITH STAINLESS STEEL SCREWS WATER VENDOR TO FASTEN VALVE BOX (24"W X 27.5" H PANEL) TO HORIZ. FRAMING W/ STAINLESS STEEL SCREWS IN PRE-DRILLED 3/16"Ø HOLES TOP AND BOTTOM. (TYP. 4 PL). AFFIX WITH HILLMAN GROUP 1/4" X 2" STAINLESS STEEL STANDARD-THREAD HEX-HEAD LAG SCREW BOLT OR EQUAL AVAILABLE FROM LOWES 7" SHEET VINYL W/ INTEGRAL COVE BASE OVER CONCRETE SLAB ON GRADE 7.5" FLOOR DRAIN. REFER TO PLUMBING DETAILS. 3 A/8.2 SECTION @ TREATMENT WALL SCALE: 1/2"=12" 4 A/8.2 SECTION @ TREATMENT WALL These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. SCALE: 1/2"=12" Copyright 2013 Drafted By: Checked By: Date Drafted: 13049-02 REVISION DESCRIPTION --- Project #: 10/11/2013 DATE MILLWORK FINISH SCHEDULE MEL 1 - WHITE MELAMINE @ ALL WALL SHELVING - WA 4669-60 NATURAL TIGRIS @ DRY WORK SURFACES UNO PL 2 - WA 7054-60 WILD CHERRY @ ALL VERTICAL SURFACES UNO PL 3 - WA 7925-38 MONTICELLO MAPLE @ ALL VERTICAL CHASES SS 1 - WA 9033 ML CARAMEL MELANGE @ ALL SOLID SURFACE UNO # PL 1 INTERIOR ELEVATIONS A8.2 MILLWORK ELEVATIONS P-3 128" 5 A/8.3 94.25" 43.25" 2 A/8.3 12 A/8.3 12" 29" 29" P-3 MED PREP 113 10 A/8.3 29" 47" 55.5" 6 A/8.3 10 A/8.3 ELU-1616 WHEELCHAIR STORAGE 114 55" 69.25" 8" 32" ELU-1616 4 A/8.3 3 A/8.3 NURSE STATION 110 29" 29" 47" 5 A/8.3 11 A/8.3 2 A/8.3 10 A/8.3 13 A/8.3 64.5" NURSE STATION 117 P-4 P-3 N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com PREP SINK 115 PREP SINK 111 Architects and Engineers 8" 9 A/8.3 Christopher Kidd & Associates, LLC 7 A/8.3 Millwork Drawings By: Phoenix Millwork 1901 E House St. Alvin, TX 77511 Ph: (281) 388 - 2211 x 135 Fax: (281) 585 - 6021 Mobile: (281) 299 - 7949 www.phoenixmillwork.net 32" ELU-1616 P-3 P-3 ELU-1616 FMC - North Greeley 8 A/8.3 30" 37.5" 118.25" 1.5" 8" 8" 42" 36" 8" 42" 8" 8" 44" 8" 40.5" 1.5" SCALE: 1/2"=12" 40.5" 1.5" 7 A/8.3 ENLARGED PLAN: NURSE STATION TYPICAL 1 A/8.3 39" PREP SINK 116 Proposed Dialysis Clinic for: 4 A/8.3 PREP SINK 112 10D REMOVABLE FMC Location #8830-1 1212 9th Street Greeley, CO 80631 ELU-1616 06E NOTCH 6" 23" 68" 6" 6" ELEVATION: NURSE STATION TYPICAL 2 A/8.3 1.5" 1.5" 120.25" 3 A/8.3 SCALE: 1/2"=12" 6" 13E 15" 6" 2" FILLER ELEVATION: NURSE STATION TYPICAL 4 A/8.3 SCALE: 1/2"=12" 118.25" 27" 2" FILLER ELEVATION: NURSE STATION TYPICAL 8" 13E 6" SCALE: 1/2"=12" 8" 8" 44" 8" U.C.R. BY OTHERS 36" 40.5" 34" 42" 36" 37.5" 39" 23" 06F 06F 10D REMOVABLE 10E NOTCH 27.5" 71" 27.5" 6" 25" ELEVATION: NURSE STATION TYPICAL 5 A/8.3 6 A/8.3 18" 10D 27" 30" REMOVABLE NOTCH 13E 6" 6" 2.25" 2" FILLER ELEVATION: NURSE STATION TYPICAL 7 A/8.3 1.5" SCALE: 1/2"=12" 1.5" 1.5" SCALE: 1/2"=12" 18" 06E REMOVABLE NOTCH 15" 27" 13E 6" 2" FILLER ELEVATION: NURSE STATION TYPICAL SCALE: 1/2"=12" 34" 67.25" 34" These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Drafted By: 40.5" 42" 34" 37.5" 39" 34" 39" 37.5" Copyright 2013 Checked By: 05A 27.5" 65.75" 32" 27.5" 13E 3.75" 31" 31" 13E 3.75" 32" Project #: 10/11/2013 13049-02 --- 36.25" Date Drafted: 05A 8" SCALE: 1/2"=12" 16.75" 8" PL 2 - WA 7054-60 WILD CHERRY @ ALL VERTICAL SURFACES UNO PL 3 - WA 7925-38 MONTICELLO MAPLE @ ALL VERTICAL CHASES SS 1 - WA 9033 ML CARAMEL MELANGE @ ALL SOLID SURFACE UNO 34" 37.5" 39" 34" 30" 36" 34" 67.25" 34" 32" 69.25" 32" DATE - WA 4669-60 NATURAL TIGRIS @ DRY WORK SURFACES UNO SCALE: 1/2"=12" 15" 18" 24" 6" 15" 16" 30.75" 24" 6" # PL 1 37.5" MEL 1 - WHITE MELAMINE @ ALL WALL SHELVING 39" MILLWORK FINISH SCHEDULE ELEVATION: NURSE STATION TYPICAL REVISION DESCRIPTION 16.75" 10 A/8.3 40.5" SCALE: 1/2"=12" ELEVATION: NURSE STATION TYPICAL 1.5" 9 A/8.3 42" ELEVATION: NURSE STATION TYPICAL 1.5" 1.5" 8 A/8.3 11 A/8.3 SECTION: NURSE STATION TYPICAL SCALE: 1/2"=12" 12 A/8.3 SECTION: NURSE STATION TYPICAL SCALE: 1/2"=12" 13 A/8.3 ELEVATION: NURSE STATION TYPICAL SCALE: 1/2"=12" INTERIOR ELEVATIONS A8.3 MILLWORK ELEVATIONS .75" .75" 30" 24" 1" FILLER 24" 1" FILLER 13A 12B Christopher Kidd & Associates, LLC 12B 12B 24.25" 24.25" 14C 24.25" 14B 14C 24.25" 13A 12B 12F PLYWOOD 15.25" ELEVATION: EXAM 124 86" 28" 2.5" 28" 24F 1.5" 1.5" 33.5" 28" 33.5" 31.5" 36" REMOVABLE 4" 13D 13D 36" 1" FILLER .5" 30" REMOVABLE NOTCH 4" 4" 18" 13D 1 A/8.4 25.5" 24A 86" 25.5" 02A 18" SLOPED ADA PANEL VALVE BOX 10G 10A 04G 13D 30" 49.5" 09C 06F FILE 06C 25.5" 1.5" 86" 30.5" REMOVABLE 29.5" 28.5" 09A 27E 26G 37.5" SLOPED ADA PANEL 28" 32" 48" 33.5" 49.5" 34.5" 49.5" SWITCH-1 24C 2.5" 32" SWITCH-1 48" AFF 1" 28" 24D 48" AFF 1.5" 86" 28" 14A 23.5" VALVE BOX END VIEW 36" 12" 1" FILLER 1" FILLER ELEVATION: CONFERENCE 123 2 A/8.4 SCALE: 1/2"=12" 3 A/8.4 SCALE: 1/2"=12" ELEVATION: SEPARATION ROOM 109 SCALE: 1/2"=12" 49.5" 49.5" 37.5" 23L SINK BY OTHERS LOCATE & CUT IN SHOP P-3H 23S ELUHAD1616 SINK BY 23LOTHERS SINK BY OTHERS LOCATE & CUT IN FIELD PLYWOOD CLEAT BEYOND ENLARGED PLAN: CONFERENCE 123 5 A/8.4 ENLARGED PLAN: EXAM 124 6 A/8.4 SCALE: 1/2"=12" SINK BY OTHERS LOCATE & CUT IN SHOP FMC - North Greeley 25" P-15A ENLARGED PLAN: SEPARATION ROOM 109 SCALE: 1/2"=12" Proposed Dialysis Clinic for: ELUHAD1616 SINK BY OTHERS 23K 25" 15B P-6 25" 19" 25" P6 4 A/8.4 49.5" 48" 25" 16" SCALE: 1/2"=12" 3.25" 27" 60.5" SOFFIT 16" DEEP N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 24" .75" FMC Location #8830-1 1212 9th Street Greeley, CO 80631 24" 32.75" SOFFIT 16" DEEP Architects and Engineers 50.75" SOFFIT 16" DEEP 50.75" SOFFIT 16" DEEP 1" FILLER Millwork Drawings By: Phoenix Millwork 1901 E House St. Alvin, TX 77511 Ph: (281) 388 - 2211 x 135 Fax: (281) 585 - 6021 Mobile: (281) 299 - 7949 www.phoenixmillwork.net 3.25" 27" 24.25" 54" 72" AFF 12D 12D 36" 24A 2.5" 1.5" 24C 86" 1.5" 24C 25.5" 26D 26G 25.5" 14A 48" AFF 26D 46B 1.5" 37.5" 36" AFF 10F REMOVABLE NOTCH 42" 30.5" 10F REMOVABLE NOTCH 4" 10A 36" U.C.R. BY OTHERS 31.5" 33.5" 6" REMOVABLE 06D These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. 06D NOTCH .5" 13D 36" 36" ELEVATION: SOILED UTILITY 140 7 A/8.4 SCALE: 1/2"=12" 8 A/8.4 36" 25" CLEAR ELEVATION: LAB PREP 119 12" Copyright 2013 12" ELEVATION: VESTIBULE 100 9 A/8.4 SCALE: 1/2"=12" SCALE: 1/2"=12" 10 A/8.4 ELEVATION: JANITOR CLOSET 141 Drafted By: SCALE: 1/2"=12" Checked By: Date Drafted: 13049-02 --- Project #: 10/11/2013 REVISION DESCRIPTION 60.5" 25" 37.5" P-3 SINK BY OTHERS LOCATE & CUT IN FIELD 46" 23T SCALE: 1/2"=12" MILLWORK FINISH SCHEDULE J HALF WALL TO 42" AFF (TYPICAL FOR ALL HALF WALLS UNO), SOLID SURFACE WALL CAP BY OWNER'S MILLWORK VENDOR DATE P-15 63.75" ENLARGED PLAN: SOILED UTILITY 140 23N SINK BY OTHERS LOCATE & CUT IN FIELD 11 A/8.4 23O 7" # P-3 ELU-1616 25" ELU-1616 13 A/8.4 ENLARGED PLAN: VESTIBULE 100 SCALE: 1/2"=12" 14 A/8.4 ENLARGED PLAN: JANITOR CLOSET 141 SCALE: 1/2"=12" MEL 1 - WHITE MELAMINE @ ALL WALL SHELVING PL 1 - WA 4669-60 NATURAL TIGRIS @ DRY WORK SURFACES UNO PL 2 - WA 7054-60 WILD CHERRY @ ALL VERTICAL SURFACES UNO PL 3 - WA 7925-38 MONTICELLO MAPLE @ ALL VERTICAL CHASES SS 1 - WA 9033 ML CARAMEL MELANGE @ ALL SOLID SURFACE UNO 25" 12 A/8.4 ENLARGED PLAN: LAB PREP 119 SCALE: 1/2"=12" INTERIOR ELEVATIONS A8.4 MILLWORK ELEVATIONS 88.75" 40" SOFFIT 16" DEEP 74" 72" 11C 12B 12D 12D 12D 24" 33.5" 23" 24" 36" 45C 09C REMOVABLE 9" 6" 6" 148.75" 6" 36" 6" SECTION AT ADA SINK BASE 18" ELEVATION: MEDICAL RECORDS 106 2 A/8.5 ELEVATION: LOUNGE 130 1 A/8.5 45C 27" 9" 06C 13E 4.75" FILLER 45C SLOPED ADA PANEL REMOVABLE 04A 4" 04A 45C 23.25" 25" 1" 09C 33.25" 28" SLOPED ADA PANEL 27C 1.5" 72" 107" 72" 72" 25.5" 27C 1.5" 24D 28" 86" 28" 14A 36.75" 3 A/8.5 SCALE: 1/2"=12" ELEVATION: PATIENT PREP 107 SCALE: 1/2"=12" SCALE: 1/2"=12" 16" 16" 38" 108" 88.75" 25" SINK BY OTHERS LOCATE & CUT IN SHOP - WA 4669-60 NATURAL TIGRIS @ DRY WORK SURFACES UNO PL 2 - WA 7054-60 WILD CHERRY @ ALL VERTICAL SURFACES UNO PL 3 - WA 7925-38 MONTICELLO MAPLE @ ALL VERTICAL CHASES SS 1 - WA 9033 ML CARAMEL MELANGE @ ALL SOLID SURFACE UNO 6 A/8.5 ENLARGED PLAN: PATIENT PREP 107 SCALE: 1/2"=12" 16" ENLARGED PLAN: LOUNGE 130 PL 1 SCALE: 1/2"=12" 148.75" ENLARGED PLAN: MEDICAL RECORDS 106 5 A/8.5 SCALE: 1/2"=12" 60.5" 115.5" 60" 120" 69" IN-WALL BLOCKING BY OTHERS IN-WALL BLOCKING BY OTHERS 16" 72" 72" 62.25" 25" 36" AFF 6" 36" CUT-OUT SIZE TBD 02A 25" 15.25" 24" SHELVES OVER WORK TABLE ELEVATION: RECEPTION 105 45C 8" 45C 6" 6" COAT ROD HAT SHELF SCALE: 1/2"=12" 8 A/8.5 ELEVATION: COATS 104 9 A/8.5 SCALE: 1/2"=12" ELEVATION: TECH REPAIR 131 SCALE: 1/2"=12" 10 A/8.5 ELEVATION: CLEAN UTILITY 139 SCALE: 1/2"=12" Checked By: Project #: 15C 52 " 14" 5" .2 WOOD JAMB & CASING PRIME PAINT WHITE FABRICATE OVERSIZED LOOSE TO FIELD PLAM SELF EDGE 13049-02 45" + 3" SCRIBE 47-1 36" ITEM 46B 12" R1 15.5" + 3" SCRIBE 10/11/2013 --- 60" [5'-0"] 12" 20A 15C Drafted By: Date Drafted: 17B 18 A These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 GLASS BY OTHERS 24" GLASS DOORS & TRACK BY OTHERS SURFACE APPLY AT HEAD R1 50" 5" .2 15C 45C REVISION DESCRIPTION 25" 51.75" 36" 46B 58.5" A.F.F. 44.5" A.F.F. 48.25" 29.5" 29.5" FILE 51.75" 72" AFF .75" 16" 6" .75" 45" 7 A/8.5 FMC Location #8830-1 1212 9th Street Greeley, CO 80631 MEL 1 - WHITE MELAMINE @ ALL WALL SHELVING FMC - North Greeley 23E Proposed Dialysis Clinic for: 25" P-5 4 A/8.5 P-3H MILLWORK FINISH SCHEDULE ELUHAD1418 20A 15" BLACK METAL LEG SUPPORT BEYOND INSET TRACK AT BOTTOM 4" PROJECTION AT PATIENT SIDE 12 A/8.5 ENLARGED PLAN: COATS 104 SCALE: 1/2"=12" 13 A/8.5 ENLARGED PLAN: TECH REPAIR 131 SCALE: 1/2"=12" 14 A/8.5 ENLARGED PLAN: CLEAN UTILITY 139 SCALE: 1/2"=12" 11 A/8.5 ENLARGED PLAN: RECEPTION 105 SCALE: 1/2"=12" 17" # BLACK METAL LEG SUPPORT 15"x21" 25" 29.5" 32.25" DATE 25" 34" 33.5" 11D 14A A01 86" 18" IN-WALL BLOCKING BY OTHERS 14B 24.25" 72" IN-WALL BLOCKING BY OTHERS 14C 27" IN-WALL BLOCKING BY OTHERS 14C 27" 24" IN-WALL BLOCKING BY OTHERS 24.25" 1.5" FILLER 18" 110.25" SOFFIT 16" DEEP 27" N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 148.75" Architects and Engineers 88.75" Millwork Drawings By: Phoenix Millwork 1901 E House St. Alvin, TX 77511 Ph: (281) 388 - 2211 x 135 Fax: (281) 585 - 6021 Mobile: (281) 299 - 7949 www.phoenixmillwork.net Christopher Kidd & Associates, LLC 144" IN-WALL BLOCKING BY OTHERS TYP. SECTION PASS THROUGH INTERIOR ELEVATIONS A8.5 MILLWORK ELEVATIONS MODEL # EXISTING (E)RTU-1 CARRIER 48TCEB07A3A5 6.0 TONS 2160CFM EXISTING (E)RTU-2 CARRIER 48TCDE08A2A5 7.5 TONS EXISTING (E)RTU-3 CARRIER 48TCDB05A2A5 4.0 TONS BLOWER REQUIREMENTS NOM. CAP. TOTAL AIR MIN. O.A. EVAPORATOR PERFORMANCE Mbh-S WEIGHT (LBS) INCLUDING ACCESSORIES 62.0 57.7 791 52.0° 71.8 65.2 1019 51.3° 40.8 31.6 777 EAT-db EAT-wb LAT-db LAT-wb Mbh-T TYPE CFM E.S.P. BHP RPM 275CFM BELT 2160 0.75" 1.72 1550 78.9° 62° 49.2° 49.2° 2700CFM 360CFM BELT 2700 0.75" 1.89 884 78.9° 62° 52.0° 1445CFM 145CFM BELT 1445 0.75" 0.82 1139 78.9° 62° 54.4° RECTANGULAR RETURN AIR MAIN PART B HEATING PERFORMANCE EXISTING EXISTING EXISTING TAG MANUFACTURER (E)RTU-1 CARRIER (E)RTU-2 OUTPUT E.A.T. L.A.T. 115mbh 74mbh 55.0° 93.3° 208-3ɸ 125mbh CARRIER (E)RTU-3 INPUT POWER SUPPLY CARRIER 72mbh 82mbh 47mbh 55.0° 55.0° UNIT M.C.A. MAX. FUSE REMARKS 36 50 ENTHALPY ECONOMIZER W/ BAROMETRIC RELIEF, ELECTRO MECHANICAL CONTROLS, DISCONNECT, CURB, HOT GAS REHEAT, MERV 7 FILTER, SMOKE DETECTOR, SEE GENERAL NOTES F. 208-3ɸ 89.0° 208-3ɸ 91.5° 24 INSULATED FLEX DUCT (4'-0" MAX LENGHT & 90° TOTAL BENDS ENTHALPY ECONOMIZER W/ BAROMETRIC RELIEF, ELECTRO MECHANICAL CONTROLS, DISCONNECT, CURB, HOT GAS REHEAT, MERV 7 FILTER, SMOKE DETECTOR, SEE GENERAL NOTES F. 50 42 TRIM SUSPENDED CEILING PANELS ACCORDINGLY 12 X 12 LAY-IN PERFORATED RETURN AIR GILLE (OR EXHAUST GRILLE) ENTHALPY ECONOMIZER W/ BAROMETRIC RELIEF, ELECTRO MECHANICAL CONTROLS, DISCONNECT, CURB, HOT GAS REHEAT, MERV 7 FILTER, SMOKE DETECTOR, SEE GENERAL NOTES F. 30 FABRICATE PLENUM BOXES WITH ROUND SIDE OUTLET FOR ALL SCHEDULED "SQUARE NECK" RETURN AIR (AND EXHAUST AIR) GRILLES 45° SQ. TO RD. TRANSITION N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com MANUFACTURER Architects and Engineers GENERAL SPECIFICATIONS TAG PART A Christopher Kidd & Associates, LLC ROOF TOP UNITS NOTES M1 ELECTRIC HEATERS Mark No. RISER ROOM VESTIBULE 100 PATIENT TOILET 118 SOILED UTILITY 139 JANITOR 140 MECH/STORAGE 136 STAFF TOILET 128 CORRIDOR 122 STAFF TOILET 127 PATIENT TOILET 103 PATIENT TOILET 102 Model No. QMARK QMARK QMARK QMARK QMARK QMARK QMARK QMARK QMARK QMARK QMARK AWH3150 AWH3150 AWH3150 EFF1500 EFF1500 AWH3150 AWH3150 AWH3150 AWH3150 AWH3150 AWH3150 Mounting Type SURFACE MOUNT RECESSED MOUNT RECESSED MOUNT SURFACE MOUNT SURFACE MOUNT SURFACE MOUNT RECESSED MOUNT RECESSED MOUNT RECESSED MOUNT RECESSED MOUNT RECESSED MOUNT KW Voltage 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 120V 1Ø 120V 1Ø 120V 1Ø 120V 1Ø 120V 1Ø 120V 1Ø 120V 1Ø 120V 1Ø 120V 1Ø 120V 1Ø 120V 1Ø VOLUME DAMPER IN STRAIGHT SECTION AND IN ROOM SERVED Remarks 45° SQ. TO RD. TRANSITION WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT RECTANGULAR SUPPLY AIR MAIN TITUS SLOT DIFFUSER VD (E)EH-1 EH-2 EH-3 EH-4 EH-5 EH-6 EH-7 EH-8 EH-9 EH-10 EH-11 Manuf. N.T.S. LOCKING "MTC" CLIP SUPPLIED WITH AIR DIFFUSERS INSULATED FLEX DUCT (4'-0" MAX LENGTH & 90° TOTAL BENDS) LAY-IN LIGHTING FIXTURE (TYP.) TRIM SUSPENDED CEILING PANELS ACCORDINGLY EXHAUST FANS Mark No. EF-1 EF-2 EF-3 EF-4 Room(s) Served TOILETS/SHWR/SLD UTIL. STAFF LOUNGE 130 WIRING CLOSET 136 JAN. 141 /MED WASTE 142 Manufacturer GREENHECK GREENHECK GREENHECK GREENHECK Model No. G-095-VG G-070-VG G-065-VG G-070-VG CFM 700 250 150 225 E.S.P. 0.45 0.25 0.25 0.35 Sones 9.2 4.1 3.6 4.7 Motor 1/4 1/6 1/6 1/6 NOTE: DIFFUSER VANES MUST BE TIPPED INWARD AS SHOWN FOR HORIZONTAL AIR FLOW. SIDE MOUNTED AND CENTER MOUNTED TEES SUPPLIED WITH SLOTTED DIFFUSER Drive DIRECT DIRECT DIRECT DIRECT B.H.P./W. .12 HP .02 HP .02 HP .03 HP Voltage 115V-1Ø 115V-1Ø 115V-1Ø 115V-1Ø F.L.A. 3.9 3.1 3.1 3.1 Weight (LBS) Remarks 57 49 49 49 1, 3 1, 4 1, 5 1, 2 M2 TYPICAL SUPPLY DIFFUSER DETAIL N.T.S. NOTES: 1. PROVIDE WITH ROOF CURB, BACKDRAFT DAMPER, MOTOR W/ THERMAL OVERLOADS, DISCONNECT, SPEED CONTROL POTENTIOMETER MOUNTED IN UNIT, UL LISTED 705. 2. UNIT TO BE WIRED FOR CONTINUOUS OPERATION. 3. CONTROLLED BY TIME-CLOCK (7-DAY, 24-HR.) LOCATE NEAR ELECTRICAL PANELS. 4. CONTROLLED BY W/ PILOTED WALL SWITCH, PROVIDE LABELED SWITCH LOCATED IN LOUNGE AREA. 5. TO BE CONTROLLED BY THERMOSTAT IN WIRING CLOSET. WHEN TEMPERATURE EXCEEDS SETPOINT (ADJ), EXHAUST FAN WILL OPERATE. NEMA 3-R DISCONNECT SWITCH PROVIDED BY M.C., WIRED BY E.C. ALUMINUM ROOF EXHAUSTER DIFFUSERS AND GRILLES MARK NO. MANUF. MODEL NO. CFM RANGE* THROW (FT.)* NECK SIZE FINISH REMARKS SD-1 SD-2 SD-3 SD-4 TITUS TITUS TITUS TITUS TBD-80-24-2HP-6-1-02-XX-2 TBD-80-48-2HP-6-1-02-XX-2-CN TBD-80-48-2HP-8-1-02-XX-2-CN 300-FS-12/6-1-26-AG-15 60-100 60-110 115 - 235 60-250 19.5 13.5 13.5 13 6"Ø 6"Ø 8"Ø 12"X6" WHITE WHITE WHITE WHITE PROVIDE W/ (2) TEE BARS & MOUNTING CLIPS. PROVIDE W/ (2) TEE BARS & MOUNTING CLIPS, CROSS NOTCHED. PROVIDE W/ (2) TEE BARS & MOUNTING CLIPS, CROSS NOTCHED. SURFACE MOUNT, W/ DAMPER RG-1 RG-2 RG-3 RG-4 RG-5 TITUS TITUS TITUS TITUS TITUS PAR-AA-10X10-12X12-3-26 PAR-AA-22X22-24X24-3-26 PAR-AA-10X22-12X24-1-26 PAR-AA-22X22-24X24-1-26 350-FL-26X16-1-26 60-350 505 - 1680 505 - 1680 505 - 1680 980-1375 N/A N/A N/A N/A N/A 10"X10" 22"X22" 10"X10" 22"X22" 26"X16" WHITE WHITE WHITE WHITE WHITE LAY-IN LAY-IN SURFACE MOUNT SURFACE MOUNT SURFACE MOUNT TG-1 TG-2 TITUS TITUS PAR-AA-10X22-12X24-3-26 PAR-AA-10X22-12X24-1-26 300-650 300-650 N/A N/A 10"X22" 10"X22" WHITE WHITE LAY-IN SURFACE MOUNT EG-1 EG-2 TITUS TITUS PAR-AA-10X10-12X12-1-26-AG-95 PAR-AA-10X10-12X12-3-26-AG-95 60 - 350 60 - 350 N/A N/A 10"X10" 10"X10" WHITE WHITE SURFACE MOUNT, VOLUME DAMPER OPERABLE FROM FACE LAY-IN, VOLUME DAMPER OPERABLE FROM FACE PREFABRICATED CURB BACKDRAFT DAMPER RUN CONDUIT INSIDE ROOF CURB M3 TYPICAL EXHAUST FAN DETAIL These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 N.T.S. *FOR REFERENCE ONLY. THROW LISTED IS AT HIGH VALUE OF CFM RANGE, 50 FPM. FOR TBD TYPE, 2-WAY THROW. FOR PAS TYPE, 4-WAY THROW.1.) REFER TO PLAN FOR SPECIFIC DESIGN AIR FLOW RATES FOR ALL GRILLES AND DIFFUSERS. Drafted By: ARJ Checked By: ARJ Date Drafted: 10/15/2013 Project #: 13049-02 MARK NO. FD-1 PLAN KEY MANUF. MODEL NO. GREENHECK CRD-1WJ TYPE CEILING RADIATION S.P. RATING DYNAMIC ACTUATOR POSITION VERT. SLEEVE 20GA.-WALL --- FIRE AND SMOKE DAMPERS REMARKS 1, 2 DATE REVISION DESCRIPTION 1.) MECHANICAL CONTRACTOR TO FIELD VERIFY EXISTING CONSTRUCTION CONDITIONS AND CONFIRM WITH THE DAMPER VENDOR THAT THE DAMPER LISTED IS APPROPRIATE FOR THE INSTALLATION FIELD CONDITIONS. USE MULTIPLE DAMPERS IF REQUIRED FOR THE OPENING SIZE. 2.) FURNISH AND INSTALL APPROPRIATE ACCESS/INSPECTION DOOR FOR EACH LISTED FIRE DAMPER. # EXISTING Location TYPICAL EXHAUST/RETURN GRILLE DETAIL FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 EACH RTU TO BE CONTROLLED BY HONEYWELL VISIONPRO 8000 #TB8220U, NON SWITCHING SUB BASE THERMOSTAT AND HUMIDSTAT. EVAPORATOR PERFORMANCE BASED UPON ROOM CONDITIONS OF 72° db - 50% R.H. AND OUTSIDE CONDITIONS OF 0.4% ANNUAL CUMULATIVE FREQUENCY OF OCCURRENCE AND THE MEAN COINCIDENT WET-BULB TEMPERATURE. BASED ON ASHRAE 2005 CLIMATIC DESIGN INFORMATION. Proposed Dialysis Clinic for: 1. 2. MECHANICAL SCHEDULES AND DETAILS SCALE: VARIES M1.0 GENERAL NOTES A.) ALL MECHANICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES. B.) MECHANICAL CONTRACTOR RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO CONSTRUCT A COMPLETE, OPERATIONAL HEATING, VENTILATION, AND AIR-CONDITIONING SYSTEM FOR THE ENTIRE PROJECT AS SHOWN ON THESE DRAWINGS. OBTAIN ALL PERMITS, FEES, AND ANY OTHER APPURTENANCES REQUIRED BY LOCAL JURISDICTIONS TO THE EXECUTION OF THE CONTRACT. F.) EXISTING SMOKE DETECTORS IN UNITS WIRED FOR UNIT SHUTDOWN. M.C. TO COORDINATE WITH FIRE ALARM CONTRACTOR. G.) PROVIDE FIRE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND WHERE REQUIRED BY ALL APPLICABLE CODES FOR DUCTS AND OPENINGS IN FIRE WALLS AND FIRE PARTITIONS. PROVIDE ACCESS DOORS LOCATED SO THAT DAMPER COMPONENTS MAY BE INSPECTED AND SERVICED. SEE ARCHITECTURAL SHEETS FOR ALL WALL, PARTITION AND BARRIER TYPES AND RATINGS. 2. A 7-DAY PROGRAMMABLE THERMOSTAT (HONEYWELL VISION PRO8000) AND HUMIDISTAT SHALL OPERATE THE ROOF TOP UNITS AND SHALL CONSIST OF THE FOLLOWING: · 24-HOUR TIMECLOCK · FAN HAND-OFF/AUTO SWITCH · AUTOMATIC CHANGEOVER · NIGHT SETBACK · LED DISPLAY · SETPOINT ADJUSTMENT · 2-STAGE HEATING & COOLING H.) GAS PIPING TO WATER HEATERS SHALL BE UNDER MECHANICAL CONTRACT. INTAKE AIR PIPING AND EXHAUST PIPING FOR WATER HEATERS SHALL BE UNDER PLUMBING CONTRACT. I.) NATURAL GAS PIPING TO BE SCH. 40 BLACK STEEL. ALL EXTERIOR GAS PIPING SHALL BE DEGREASED, PRIMED, AND PAINTED WITH A QUALITY EXTERIOR GRADE PAINT SPECIFICALLY DESIGNED FOR EXTERIOR METAL SURFACES. THE MECHANICAL CONTRACTOR SHALL INCLUDE THIS COST IN THE BASE BID. J.) RELOCATE EXISTING THERMOSTAT AND HUMIDISTAT AS SHOWN. 130cfm SD-4 80cfm SD-1 PATIENT TOILET 102 VD VESTIBULE 100 VD DOOR VD U.C. 8"Ø 120 cfm SD-3 VD 120 cfm SD-3 8"Ø VD TG-1 6"Ø ℄ MEDICAL RECORDS 106 ℄ ℄ ℄ 135 cfm SD-3 VD VD 6"Ø 70cfm SD-1 WHEELCHAIR STORAGE 114 135 cfm SD-3 16/14 ℄ NURSE STATION 117 135 cfm SD-3 8"Ø 135 cfm SD-3 VD RG-4 LAB PREP 119 60cfm SD-4 ℄ 70cfm SD-1 EF-2 250cfm (ON ROOF) ℄ 8"Ø 6"Ø (E)RTU-1 115mbh VD ℄ ℄ PREP SINK 112 10"Ø VD VD 6"Ø 85 cfm SD-2 6"Ø 6"Ø 8"Ø 10/10 6"Ø VD 85 cfm SD-2 85 cfm SD-2 ℄ PREP SINK 116 14/12 16/12 VD 6"Ø ℄ 16/14 10"Ø (E)FD-1 24/14 85 cfm SD-2 6"Ø VD 85 cfm SD-2 VD ℄ 135 cfm SD-3 VD 85 cfm SD-2 T H WATER TREATMENT 137 8"Ø T CLINIC MANAGER 120 8"Ø 12/10 60cfm SD-1 U.C. DOOR 8"Ø 165cfm SD-4 PSDS/ GRANUFLO 138 8"Ø 8"Ø SOILED UTILITY 140 U.C. DOOR 100cfm EG-1 12/6 DOOR DOOR 100cfm EG-1 Date Drafted: 10/15/2013 Project #: 13049-02 U.C. DOOR (E)112" NG SPRINKLER RISER 132 EH-8 8"Ø 10"Ø ELECTRICAL ALCOVE 133 WATER HEATER-2 (BY PC) 199 MBH (E)112" NG 1" GAS TO EACH WATER HEATER. INCLUDE GAS SHUTOFF VALVE AND SEDIMENT LEG TO EACH WATER HEATER (TYP.) WATER HEATER-1 (BY PC) 150 MBH (E)1" NG 8"Ø 10"Ø JANITOR CLOSET 141 DOOR 8"Ø (E)3 4" NG MECHANICAL/ STORAGE 134 U.C. 125cfm EG-1 DOOR VD MED WASTE 142 SPRINKLER RISER 100cfm EG-1 EH-9 10"Ø # STAFF TOILET 127 ARJ DATE STAFF TOILET 128 EH-5 U.C. TECH REPAIR 131 VD U.C. U.C. VD 100cfm EG-1 10"Ø 80 cfm SD-2 8"Ø Checked By: REVISION DESCRIPTION 12/6 8"Ø 8"Ø VALVE DOOR 6"Ø (E)112" NG APPROXIMATE LOCATION OF NEW GAS METER. 661CFH @0.5 PSI CONNECTED LOAD. MECHANICAL CONTRACTOR TO COORDINATE WITH NATURAL GAS PROVIDER TO ENSURE SUFFICIENT SERVICE. ARJ T H 8"Ø 6"Ø VD Drafted By: 14/12 VD STAFF SHOWER 129 U.C. STAFF LOCKERS 126 Copyright 2013 100cfm EG-1 VD 70cfm SD-1 CLEAN SUPPLIES 139 8"Ø BPW EH-4 165cfm SD-4 12/8 STAFF LOUNGE 130 CONNECT TO EXISTING UNIT SIZED DUCT DROPS DOWN TO SPACE. TYP OF ALL. 6"Ø VD 18/14 (E)1" NG WIRING CLOSET 136 These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. --- 10"Ø 10"Ø 8"Ø 26/16 (E)FD-1 (E)FD-1 75 cfm SD-2 130 cfm SD-3 150cfm EG-1 100cfm EG-1 PATIENT TOILET 118 RG-5 U.C. 12/12 VD 6"Ø EF-4 225cfm (ON ROOF) 250cfm EG-2 DOOR 8"Ø DOOR 8"Ø 10"Ø 10"Ø RG-1 U.C. (E)RTU-3 72mbh (E)FD-1 EF-3 150cfm (ON ROOF) 8"Ø RG-1 10"Ø (E)FD-1 8"Ø CORRIDOR 121 130 cfm SD-3 8"Ø 18/12 10"Ø 8"Ø (E)RTU-2 125mbh (E)1" NG CORRIDOR 122 10"Ø 14/12 18/12 8"Ø 170 cfm SD-3 8"Ø 10"Ø EH-3 RG-1 8"Ø MULTI-PURPOSE OFFICE 125 8"Ø PATIENT PREP 107 RECEPTION 105 16/12 14/12 8"Ø VD PREP SINK 115 65cfm SD-1 RG-4 8"Ø 210 cfm SD-3 170 cfm SD-3 RG-1 8"Ø EF-1 700cfm (ON ROOF) RG-1 ℄ 6"Ø 135 cfm SD-3 (E)FD-1 VD 8"Ø 10"Ø (E)3 4" NG 12"Ø 6"Ø ℄ 14/14 U.C. 70cfm SD-1 RG-3 DOCTOR/ EXAM 124 NURSE STATION 110 12"Ø 10"Ø 8"Ø 8"Ø 14/12 8"Ø 90cfm SD-4 VD 12"Ø 16/14 10"Ø 12/12 170 cfm SD-3 DOOR 8"Ø 8"Ø COATS 104 8"Ø 70cfm SD-1 T H VD VD PREP SINK 111 VD RG-2 VD 12"Ø ℄ 14/14 8"Ø 8"Ø 10/10 8"Ø VD 120 cfm SD-3 MED PREP 113 12/12 95cfm SD-4 8"Ø VD 10"Ø VD CONFERENCE ROOM 123 8"Ø 8"Ø VD VD VD 120 cfm SD-3 120 cfm SD-3 12"Ø VD 100cfm SD-4 TREATMENT ROOM 108 10"Ø 6"Ø 10"Ø WAITING ROOM 101 EH-10 8"Ø 120 cfm SD-3 20/12 PATIENT TOILET 103 8"Ø VD 6"Ø 135 cfm SD-3 VD VD DOOR 100cfm SD-4 8"Ø 115 cfm SD-3 8"Ø 75cfm SD-1 8"Ø 75cfm SD-1 TG-1 TG-2 6"Ø 8"Ø TG-1 6"Ø U.C. 100cfm EG-1 SEPARATION ROOM 109 18/12 EH-11 VD 30/14 100cfm EG-1 Proposed Dialysis Clinic for: K.) ALL DUCTWORK TO HAVE NO DUCT LINER. ALL FLEX TO HAVE INSIDE POLY BARRIER (NO EXPOSED INTERIOR FIBERGLASS INSULATION OR ACOUSTICAL LINER IN TOTAL SYSTEM.) N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com CONTRACTORS PLEASE NOTE EXISTING PROJECT CONDITIONS, AS THEY APPEAR ON THESE DRAWINGS, SUCH AS ARCHITECTURAL AND STRUCTURAL BUILDING COMPONENTS, MECHANICAL AND ELECTRICAL EQUIPMENT, PIPING, DUCTWORK, ROUGH-INS AND OTHER MISCELLANEOUS CONSTRUCTION, HAVE BEEN GATHERED AND TRANSFERRED FROM PREVIOUS CONSTRUCTION DRAWINGS. WHILE SUCH INFORMATION HAS BEEN COLLECTED AND INTERPRETED WITH REASONABLE CARE, THE ARCHITECT AND ENGINEER DO NOT ASSUME ANY EXPRESSED OR IMPLIED GUARANTEE THAT CONDITIONS SO INDICATED ARE ENTIRELY COMPLETE, CORRECT AND REPRESENTATIVE OF THOSE ACTUALLY EXISTING. ALL CONTRACTORS SHALL PROVE TO THEMSELVES AS TO ALL EXISTING CONDITIONS PRIOR TO BIDDING, AND VERIFY ALL DIMENSIONS AT THE SITE. E.) ALL EXHAUST CAP LOCATIONS ARE APPROXIMATE. THE AIR DISCHARGE FROM ALL EXHAUST FANS SHALL BE A MINIMUM OF 10' FROM ANY AND ALL OUTSIDE AIR INTAKES (OR WINDOW OPENINGS.) FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 1. THE ROOF TOP UNIT'S FAN SHALL RUN CONTINUOUSLY IN THE OCCUPIED MODE AND STAGE THE HEATING AND COOLING, WITHOUT OVERLAP, TO MAINTAIN THE SPACE TEMPERATURE SETPOINTS. DURING UNOCCUPIED OPERATION, THE ROOF TOP UNIT SHALL CYCLE ON/OFF TO MAINTAIN THE NIGHT HEATING/COOLING TEMPERATURE SETPOINTS. DURING UNOCCUPIED PERIODS, THE OUTSIDE AIR DAMPER SHALL BE IN THE FULLY-CLOSED POSITION. Christopher Kidd & Associates, LLC D.) MECHANICAL CONTRACTOR SHALL SECURE A FULL STRUCTURAL ANALYSIS FROM A CERTIFIED STRUCTURAL ENGINEER RELATIVE TO THE SETTING OF ALL NEW ROOF TOP UNITS & EQUIPMENT, AND ASSOCIATED ROOF & FLOOR PENETRATIONS. THE COST OF THIS STRUCTURAL ANALYSIS SHALL BE INCLUDED IN THE BASE MECHANICAL BID. ALL ASSOCIATIVE COSTS FOR BUILDING REINFORCEMENT NEED NOT BE IN BASE BID, BUT NEEDS TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/ENGINEER UPON COMPLETION OF THIS STRUCTURAL REPORT. Architects and Engineers C.) HVAC WORK IS INDICATED DIAGRAMMATICALLY. EXACT LOCATIONS OF HVAC EQUIPMENT AND ALL COMPONENTS ARE TO BE DETERMINED IN THE FIELD AND BY ACTUAL BUILDING CONDITIONS. EQUIPMENT, DUCTS OR PIPES INTERFERING WITH OTHER INSTALLATIONS SHALL BE RELOCATED AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. (E)EH-1 CONNECT TO EXISTING 112" CAPPED GAS. EH-6 0 2' 4' 8' SCALE : 1/4" = 1'-0" MECHANCIAL PLAN M2.0 GENERAL NOTES PLUMBING FIXTURE SCHEDULE LOCATION MANUF/MODEL NO. MODEL NAME SIZE TRIM ACCESSORY 1 ACCESSORY 2 ACCESSORY 3 NOTES MIXING VALVE FLOOR PATIENT/STAFF TOILET A.S. 2467.016 CADET RIGHT HEIGHT POWER ASSIST 1.6 G.P.F. N/A N/A CHURCH 9500 CT OPEN FRONT SEAT N/A N/A FLUSH VALVE HANDLE SHALL BE LOCATED TOWARD THE WIDE SIDE OF THE ACCESSIBLE STALLS. N/A A.S.7723.018 OFFSET TAILPIECE/GRID STRAINER A.S. 0059.020 KNEE SHROUD JR SMITH 0700 CONCEALED ARM CARRIER WHITE PORCELAIN YES P-1 TOILET P-2 RESTROOM HANDWASH SINK WALL HUNG TOILET ROOMS A.S. 0954.004 MURRO 21.25" x 22" A.S. 7385.004 RELIANT, 3 LEVER HANDLE FAUCET P-3 HANDWASH SINK UNDER COUNTER TREATMENT/LAB PREP ELKAY ELU1616 N/A 16" x 16" x 7.875" SLOAN ETF-770-4-P (110V) FAUCET, TRIM PLATE, ETF-233 PLUG IN TRANSFORMER A.S. 4311.023 GRID DRAIN LEONARD 170 THERMOSTATIC MIXING VALVE N/A STAINLESS STEEL YES P-3H ADA HANDWASH SINK UNDER COUNTER TREATMENT/SEPARATION ROOM ELKAY ELUHAD1616 N/A 16" x 16" x 5" SLOAN ETF-770-4-P (110V) FAUCET, TRIM PLATE, ETF-233 PLUG IN TRANSFORMER A.S. 4311.023 GRID DRAIN LEONARD 170 THERMOSTATIC MIXING VALVE N/A STAINLESS STEEL YES MED SINK UNDER COUNTER TREATMENT ELKAY ELU1616 CHICAGO 350-317XKABCP FAUCET A.S. 4311.023 GRID DRAIN N/A N/A N/A GUARDIAN G3600 THERMOSTATIC MIXING VALVE N/A P-4 P-4E EYEWASH COUNTERTOP N/A TREATMENT AT P-4 SINK GUARDIAN G1805/G1805LH N/A 16" x 16" x 7.875" N/A N/A COLD WATER ONLY, STAINLESS STEEL NO LEFT HAND AND RIGHT HAND MOUNT AVAILABLE YES REMARKS 3.) PLUMBING CONTRACTOR RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO CONSTRUCT A COMPLETE, OPERATIONAL PLUMBING SYSTEM FOR THE ENTIRE PROJECT AS SHOWN ON THESE DRAWINGS. OBTAIN ALL PERMITS, FEES, AND ANY OTHER APPURTENANCES REQUIRED BY LOCAL JURISDICTIONS TO THE EXECUTION OF THE CONTRACT. 4.) WHERE NEW SANITARY DRAIN IS CONNECTING TO EXISTING, CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF THE EXISTING DRAIN PRIOR TO WORK AND NOTIFY ARCHITECT AND ENGINEER IF EXISTING IS NOT DEEP ENOUGH TO INSTALL NEW PIPE AT PROPER SLOPE. 5.) CONTRACTOR SHALL ROUGH-IN UNDERGROUND SANITARY DRAINS AS HIGH AS POSSIBLE IN ORDER TO PROVIDE MAXIMUM DROP FOR SLOPING NEW PIPE TO CONNECTION TO EXISTING. 6.) FIELD VERIFY ALL STRUCTURAL, MECHANICAL, AND ELECTRICAL CONDITIONS PRIOR TO CUTTING OF FLOOR SLAB AND STRUCTURE BEFORE INSTALLATION OF NEW WORK. P-5 ADA LOUNGE SINK UNDER COUNTER STAFF LOUNGE ELKAY ELUHAD2115 N/A 21" x 15.75" x 5" A.S. 4205.000 SINGLE LEVER FAUCET, 4331.013 CRUMB DRAIN AND TAILPIECE N/A N/A N/A STAINLESS STEEL NO P-5A ICE BOX CONNECTION RECESSED STAFF LOUNGE GUY GRAY BIM 875 FRIB12S - FIRE RATED WALL N/A 9.5" x 11.5" x 3.5" N/A WATER HAMMER ARRESTOR ISOLATION VALVE THROW AWAY CARBON FILTER MOUNT FILTER UNDER SINK P-5, MOLDED PLASTIC N/A P-6 HANDWASH SINK UNDER COUNTER EXAM ROOM/TECH REPAIR ELKAY ELUHAD1616 N/A 16" x 16" x 5" SLOAN ETF-770-4-P (110V) FAUCET, TRIM PLATE, ETF-233 PLUG IN TRANSFORMER A.S. 4311.023 GRID DRAIN LEONARD 170 THERMOSTATIC MIXING VALVE N/A STAINLESS STEEL YES N/A N/A N/A MOLDED STONE NO N/A N/A N/A MOLDED STONE NO P-17 FLOOR DRAIN LEONARD TM-850-STSTL-EXP THERMOSTATIC MIXING VALVE N/A 7.) COORDINATE EXACT LOCATION OF PLUMBING PIPING WITH STRUCTURAL MEMBERS, LIGHTS, REFLECTED CEILING PLANS, CABLE TRAY, ELECTRICAL CONDUITS, DUCTWORK, MECHANICAL PIPING AND ALL OTHER TRADES AND EXISTING CONDITIONS. 8.) WATER TRAP PRIMERS (ZURN SANI-GUARD #Z1022) SHALL BE INSTALLED ON FLOOR DRAINS ACCORDING TO PLUMBING CODE AND ANY LOCAL AMENDMENTS. 9.) WATER HAMMER ARRESTORS TO BE INSTALLED PER PLUMBING CODE AND ANY LOCAL AMENDMENTS. 10.)ROUTE PVC WATER HEATER COMBUSTION AIR INTAKE AND EXHAUST PIPING TO EXTERIOR (THRU ROOF) PER MFRS. INSTALLATION INSTRUCTIONS AND PER APPLICABLE CODE REQUIREMENTS. P-7 LAUNDRY SINK WALL HUNG TECH REPAIR FIAT L-1 N/A 24" x 24" A.S. 7490.000 FAUCET W/ 172H WRIST BLADE HANDLES P-8 MOP SINK FLOOR JANITOR CLOSET FIAT MSB2424 N/A 24" x 24" CRANE 830AA FAUCET, 832AA HOSE KIT, 889-CC MOP HANGER KIT P-9 EMERGENCY SHOWER FLOOR MECH/STORAGE ROOM ENCON 01-0502-16 P-13 HANDWASH SINK UNDER COUNTER SOILED UTILITY ELKAY ELU1616 N/A 16" x 16" x 7.875" SLOAN ETF-770-4-P (110V) FAUCET, TRIM PLATE, ETF-233 PLUG IN TRANSFORMER A.S. 4311.023 GRID DRAIN LEONARD 270 THERMOSTATIC MIXING VALVE N/A STAINLESS STEEL YES P-14 CLINICAL SERVICE SINK FLOOR SET SOILED UTILITY A.S. 9504.999.020 N/A 24.5" x 20" SLOAN ROYAL 117H FLUSH VALVE N/A N/A N/A N/A NO P-14A BED PAN WASHER WALL SOILED UTILITY ZURN Z87302-CWO-EVB-SE-SH N/A N/A N/A N/A N/A N/A VACUUM BREAKER 7'-6"A.F.F. NO P-15 LARGE BLOOD LAB SINK DROP-IN LAB PREP ROOM KOHLER 5964-3 MAYFIELD 25" x 22" A.S. MONTEREY 6409.170 WIDESPREAD FAUCET WITH WRIST BLADE HANDLES AND GOOSENECK SPOUT. A.S. 4311.023 GRID DRAIN N/A N/A THREE HOLE, WHITE PORCELAIN NO P-15A SMALL BLOOD LAB SINK DROP-IN SEPARATION ROOM A.S. 7085.803 ISLAND SINK 16" x 20" A.S. MONTEREY 6409.170 WIDESPREAD FAUCET WITH WRIST BLADE HANDLES AND GOOSENECK SPOUT. A.S. 4311.023 GRID DRAIN N/A N/A THREE HOLE, WHITE PORCELAIN, SELF RIMMING NO P-16 FLOOR DRAIN FLOOR TREATMENT FLOOR JOSAM 30004-7E1 N/A N/A N/A JOSAM F6-6" FUNNEL DRAIN N/A N/A INSIDE FUNNEL, CUT STRAINER OUT OF DRAIN TOP N/A FLOOR MECH/STORAGE ROOM, BELOW EMERGENCY SHOWER, MED WASTE RM JOSAM 30004-5C N/A JR SMITH 2699 TRAP PRIMER WATER TREATMENT/PSDS ROOM PLASTIC ODDITIES PDS400-PFS-H N/A 14" x 14" N/A N/A N/A N/A N/A N/A INSTALLED UNDER PREVIOUS 'UNDERGROUND' ROUGH-IN CONTRACT P-17 FLOOR DRAIN N/A N/A N/A N/A N/A N/A N/A 11.)PUBLIC LAVATORIES SHALL BE EQUIPPED WITH A THERMOSTATIC MIXING VALVE LOCATED ABOVE AN ACCESSIBLE CEILING. 12.) ALL PENETRATIONS OF RATED FLOOR, WALL AND CEILING ASSEMBLIES SHALL BE FIRE SEALED TO MEET THE RATED ASSEMBLY. INSTALL PER FIRE SEALANT MANUFACTURERS INSTRUCTIONS. YES 13.) MAINTAIN MINIMUM 25 FEET DISTANCE BETWEEN PLUMBING VENTS THROUGH ROOF AND HVAC FRESH AIR INTAKES. N/A N/A N/A 14.) COORDINATE THE LOCATION OF THE P-16 DRAINS BENEATH THE DIALYSIS CABINETS WITH THE MILLWORK DRAWINGS. 15.) FIELD COORDINATE THE EXACT LOCATION OF ALL FLOOR DRAINS, FLOOR SINKS, TRENCH DRAINS, ETC. WITH EXISTING FOOTINGS AND FOUNDATIONS. 16.) JOINTS FORMED WHERE PLUMBING FIXTURES COME IN CONTACT WITH WALLS AND FLOORS SHALL BE CAULKED WITH SILICONE CAULK MATCHING COLOR OF PLUMBING FIXTURE. WATER HEATER SCHEDULE **NO SUBSTITUTIONS** INSTALLED UNDER PREVIOUS 'UNDERGROUND' ROUGH-IN CONTRACT P-18 FLOOR SINK FLUSH WITH FLOOR P-18A FLOOR DRAIN FLUSH WITH FLOOR TOILET ROOMS/STAFF SHOWER/SOILED UTILITY JOSAM SERIES 30000-A N/A N/A N/A JR SMITH 2699 TRAP PRIMER N/A N/A N/A N/A INSTALLED UNDER PREVIOUS 'UNDERGROUND' ROUGH-IN CONTRACT P-19 TRENCH DRAIN FLUSH WITH FLOOR WATER TREATMENT ROOM J.R. SMITH 9818-100S N/A N/A COVER WITH DRAINAGE GRATE 9870-455-SS N/A N/A N/A LENGTH TO BE DETERMINDED BY DOOR WIDTH N/A INSTALLED UNDER PREVIOUS 'UNDERGROUND' ROUGH-IN CONTRACT N/A N/A YES DELUXE CHROME PLATED INCLUDE SHOWER SHOWERHEAD AND DELUXE LIGHT, SHIPPED HAND SHOWER WITH HOSE & SEPARATELY. INSTALLED SLIDE BAR. PROVIDE POWERS IN FACTORY DRILLED HYDROGUARD SERIES, MODEL HOLE BY E.C. NO. E425-E-M-2-6-Y-W P-22 CLINIC SHOWER FLOOR STAFF TOILET/ SHOWER ROOM AQUA BATH CARE SERIES C4136BF-FUS 3/4 IN. N/A 36" x 36" x 82.75" CONCEALED THERMOSTATIC WATER MIXING VALVE FOR USE ON SHOWER INSTALLATIONS. CAST BRASS BODY, STAINLESS STEEL FACEPLATE, AND LEVER TYPE HANDLE. P-23 WATER COOLER WALL HUNG WAITING ROOM ELKAY EZOSTL8C N/A N/A N/A N/A N/A N/A TWO STATION/BARRIER FREE N/A P-24 VALVE BOX INSET IN CABINET SEPARATION ROOM WALNUT CREEK 15013 SINGLE ACID, DOUBLE ACID 15015 N/A N/A N/A N/A N/A N/A MOLDED PLASTIC. INCLUDES ALL CONNECTIONS FOR RO/SDS, RO AND DIALYSIS MACHINE DRAIN N/A P-32 HOSE BIBB WALL EXTERIOR WOODFORD MODEL 67 N/A N/A N/A N/A N/A N/A FREEZELESS WITH VACUUM BREAKER N/A INSTALLED UNDER PREVIOUS 'UNDERGROUND' ROUGH-IN CONTRACT RD-1 ROOF DRAIN N/A ROOF DEPRESSION J.R. SMITH 1010-CID-C-R N/A SEE PLANS CAST IRON DOME, UNDER DECK CLAMP AND SUMP RECEIVER N/A N/A N/A N/A N/A INSTALLED UNDER PREVIOUS 'UNDERGROUND' ROUGH-IN CONTRACT N/A ROOF DEPRESSION J.R.SMITH 1070-CID-C-R N/A SEE PLANS CAST IRON DOME, UNDER DECK CLAMP AND SUMP RECEIVER N/A N/A N/A N/A N/A INSTALLED UNDER PREVIOUS 'UNDERGROUND' ROUGH-IN CONTRACT WALL EXTERIOR WALL J.R.SMITH 1770 N/A SEE PLANS N/A N/A N/A N/A ROUGH CAST BRONZE N/A INSTALLED UNDER PREVIOUS 'UNDERGROUND' ROUGH-IN CONTRACT ABOVE CEILING N/A LEONARD MODEL 270 N/A N/A N/A N/A ASSE 1017 N/A N/A N/A TANK SIZE BTU-IN BTU-OUT RECOVERY @ 100° TR VENT SIZE SERVICE WH-1 A.O. SMITH CYCLONE 100 GAL. 150 MBH 141 MBH BTH-150 173 GPH 4" PVC DOMESTIC WH-2 A.O. SMITH CYCLONE 100 GAL. 199 MBH 187 MBH BTH-199 230 GPH 4" PVC PROCESS NOTE: PLUMBING CONTRACTOR (P.C.) TO SUPPLY AND INSTALL ALL ABOVE SCHEDULED WATER HEATERS. PLUMBING CONTRACT TO INCLUDE PLACEMENT OF WATER HEATERS, COMPLETE AIR INTAKE PIPING, COMPLETE EXHAUST (FLUE) GAS PIPING, T&P RELIEF VALVE PIPING AND ALL DOMESTIC WATER PIPING AS SHOWN ON WATER PIPING PLAN, WATER PIPING ISOMETRIC AND WATER HEATER INSTALLATION MANUAL. POWER SHALL BE BY ELECTRICAL CONTRACTOR (E.C.). NATURAL GAS PIPING SHALL BE BY MECHANICAL CONTRACTOR (M.C.). FINAL CONNECTION TO WATER HEATERS BY PLUMBING CONTRACTOR. These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: DAR Checked By: JAA Date Drafted: 10/15/2013 Project #: 13049-02 --- THERMOSTATIC MIXING VALVE MODEL REVISION DESCRIPTION TMV-1 MFG. DATE DN-1 OVERFLOW ROOF DRAIN DOWNSPOUT NOZZLE (OVERFLOW) MARK NUMBER # ORD-1 N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com MOUNT FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 FIXTURE TYPE 2.) WORK INDICATED ON THE DRAWINGS IS BASED ON BEST AVAILABLE INFORMATION CONCERNING LOCATION OF EXISTING EQUIPMENT, FIXTURES, AND PIPING. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SUCH WORK PRIOR TO BIDDING. EXISTING PLUMBING DRAWINGS ARE NOT AVAILABLE, SO LOCATION AND ROUTE OF EXISTING BURIED DRAIN PIPING IS UNKNOWN AND MUST BE FIELD VERIFIED BY PLUMBING CONTRACTOR. IF DEVIATIONS IN EXISTING WORK ARE DISCOVERED, CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER. SUBMISSION OF BID INDICATES THAT ADEQUATE ALLOWANCES HAVE BEEN MADE. Proposed Dialysis Clinic for: FIXTURE TAG Architects and Engineers **NO FIXTURE SUBSTITUTIONS** Christopher Kidd & Associates, LLC 1.) ALL PLUMBING WORK SHALL COMPLY WITH THE 2012 INTERNATIONAL PLUMBING CODE, THE GREELEY MUNICIPAL CODE CHAPTER 16.28 AND ANY LOCAL AMENDMENTS. P1.0 PLUMBING SCHEDULES AND DETAILS WATER FIXTURE UNIT SCHEDULE HOT WATER RETURN PIPING ELBOW DOWN ELBOW UP BALL VALVE BALANCING VALVE EXISTING COLD WATER G NATURAL GAS PIPING C. T. QTY. TOTAL W.S.F.U. HOT COLD TOTAL WATER CLOSET P-1 - 5.0 5.0 5 - 25.0 25.0 LAVATORY P-2 1.5 1.5 2.0 6 9.0 9.0 12.0 PATIENT SINKS P-X 1.5 1.5 2.0 14 21.0 21.0 28.0 LOUNGE SINK P-5 2.25 2.25 3.0 1 2.25 2.25 3.0 LAUNDRY TRAY P-7 2.25 2.25 3.0 1 2.25 2.25 3.0 MOP BASIN P-8 2.25 2.25 3.0 1 2.25 2.25 3.0 SHOWER P-22 3.0 3.0 4.0 1 3.0 3.0 CLINIC SINK P-14 - 8.0 8.0 1 - EMERGENCY EYEWASH EMERGENCY SHOWER * P-4E 1.5 1.5 2.0 1 P-9 12.0 12.0 16.0 DRINKING FOUNTAIN P-23 - 0.5 ICE MAKER WATER OUTLET BOX P5-A - BED PAN WASHER P-14A HOSE BIBB P-32 TOTAL WATER DEMAND FROM FIXTURE UNIT SCHEDULE= 53 gpm TO CONTROLLING FIXTURE EMERG. SHOWER FURTHEST FIXTURE MIN. ANTICIPATED WATER PRESS. 80 psig 80 psig 1 1/2" WATER SERVICE PRESS. DROP (5.0 psi) 1 1/2" SERVICE (5.0 psi) 1 1/2" SERVICE 2" WATER SERVICE PRESS. DROP (3.0 psi) 2" SERVICE (3.0 psi) 2" SERVICE WATER METER PRESS. DROP (2.5 psi) 1 1/2" METER (2.5 psi) 1 1/2" METER ENTRANCE RPBP PRESS. DROP (11.0 psi) (11.0 psi) 4.0 EMERG. MIXING VALVE PRESS. DROP (5.0 psi) N/Applicable 8.0 8.0 MIN. PRESSURE @ FIXTURE SUPPLY * (30.0 psi) (25.0 psi) 1.5 1.5 2.0 TOTAL FRICTION LOSS AVAIL. 23.5 psi 33.5 psi 1 12.0 12.0 16.0 TOTAL EQUIV. FT. OF PIPING 336 ft. 510 ft. 0.5 1 - 0.5 0.5 ALLOWABLE PRESSURE DROP/100' 7.0 psi/100' 6.5 psi/100' 0.5 0.5 1 - 0.5 0.5 - 4.0 4.0 1 - 4.0 4.0 - 4.0 4.0 3 - 12.0 12.0 RESULTS: AS A RESULT THE DESIGN PRESSURE DROP/100' WILL BE SET @ 6.0 PSI/100' WITH A LIMITING VELOCITY OF 6 FT./SEC. * ANSI STANDARD Z358.1-5.4.2 FOR EMERGENCY SHOWERS (23 GPM) * ANSI STANDARD Z358.1-5.4.2 FOR EMERGENCY SHOWERS NOTE: SYSTEM IS PREDOMINATELY FLUSH TANK TOTAL DOMESTIC W.S.F.U. = 103.25 53.25 PROCESS WATER DEMAND = (20 GPM) EXISTING HB PROVIDED AS PART OF BUILDING SHELL CONSTRUCTION 21.0 W.S.F.U. TOTAL COMBINED WATER DEMAND = 142.0 W.S.F.U. 53 GPM EQUIVALENT LOAD DEMAND = CONNECT TO EXISTING 3 4" VALVED STUB PROVIDED AS PART OF BUILDING SHELL CONSTRUCTION 121.0 WATER PIPING ON WALL, IN CABINET. NOT IN EXTERIOR WALL PATIENT TOILET 102 1 P-3H 112" 1" P-2 1" 114" 3 1 4" VESTIBULE 100 1" 2" P-15A TMV-1 3 1 WATER PIPING IN SECONDARY INTERIOR WALL. NOT IN EXTERIOR WALL. MAINTAIN ADEQUATE PROTECTION FROM FREEZING. 8 112" 1 2 SEPARATION ROOM 109 3 4" TMV-1 P-1 1 1 2" 1 2" 6 7 1" P-23 2" 5 TREATMENT ROOM 108 2" P-2 4 112" PATIENT TOILET 103 PREP SINK 111 PREP SINK 115 P-3 P-3 9 WAITING ROOM 101 1" PATIENT PREP 107 112" 1 1 RECEPTION 105 1 2" WHEELCHAIR STORAGE 114 112" 2" 2" 2" NURSE STATION 117 1 P-4 2" 2" 3 4" CW ONLY 3 10 112" 11 4" 114" 2" 1 1 112" P-3H 1" MED PREP 113 2" 1 114" CONFERENCE ROOM 123 1 NURSE STATION 110 11 4" 4" 1 2" 1 2" COATS 104 1 1 2" P-3 2" PREP SINK 112 P-3 P-4E PREP SINK 116 P-3 114" 112" 1 1 4" 112" MEDICAL RECORDS 106 1 2" P-6 P-3 1 1 1 112" 2" 114" P-15 2" TMV-1 WATER PIPING IN SECONDARY INTERIOR WALL. NOT IN EXTERIOR WALL. MAINTAIN ADEQUATE PROTECTION FROM FREEZING. LAB PREP 119 2" 17 1" DOCTOR EXAM 124 11 16 15 14 13 1 12 2" 3 4" 1" 1 2" CORRIDOR 122 P-2 112" 11 4" 3 PATIENT TOILET 118 CORRIDOR 121 4" CONNECT TO EXISTING 3 4" STUB PROVIDED AS PART OF BUILDING SHELL CONSTRUCTION P-1 EXISTING HB PROVIDED AS PART OF BUILDING SHELL CONSTRUCTION 2" P-5 WIRING CLOSET 136 P-5A 3 CLINIC MANAGER 120 MULTI-PURPOSE OFFICE 125 CLEAN UTILITY 139 11 4" WATER TREATMENT 137 11 4" CW & 11 4" HW DOWN. REDUCE TO 1" JUST PRIOR TO PROCESS TEMPERATURE BLEND VALVE. SEE WATER TREATMENT VENDOR DRAWINGS FOR ADDITIONAL DETAILS. SEE GENERAL NOTE #10 STAFF LOUNGE 130 SEE GENERAL NOTE #10 4" BPW PSDS/ GRANUFLO 138 1 1 2" SOILED UTILITY 140 2" FLOW CONTROL VALVE IN SUPPLY TO EMERGENCY SHOWER UNIT. 'CAMPBELL' #DVGX250 (25 GPM) 1 P-14A 1 P-13 2" 2" WATER PIPING IN SECONDARY INTERIOR WALL. NOT IN EXTERIOR WALL. MAINTAIN ADEQUATE PROTECTION FROM FREEZING. 3 STAFF SHOWER 129 1" WATER PIPING IN SECONDARY INTERIOR WALL. NOT IN EXTERIOR WALL. MAINTAIN ADEQUATE PROTECTION FROM FREEZING. 1" 3 4" 1 2" 3 4" 1 TMV-1 2" 1 3 4" ELECTRICAL ALCOVE 133 SPRINKLER RISER 132 P-1 2" 112" FIRE SPRINKLER RISER, BY FPC. MECHANICAL/ STORAGE 134 1 2" 114" 2" JANITOR CLOSET 141 JAA Date Drafted: 10/15/2013 Project #: 13049-02 P-8 1 1 4" P-9 112" 2" 2" 1 2" 2" Checked By: 2" HWR RETURN CIRCULATION PUMP MED WASTE 142 DATE STAFF TOILET 128 'LEONARD' EMERGENCY MIXING VALVE & CABINET ASSEMBLY MODEL # TM-850-STSTL-EXP 112" 2" 2" 112" 1 DAR 6" # STAFF TOILET 127 2" TMV-1 'WATTS' MODEL PLT-12 THERMAL EXPANSION TANK 4" 'WATTS' MODEL PLT-12 THERMAL EXPANSION TANK 2" P-2 114" 112" TECH REPAIR 131 1 4" P-6 3 4" 3 3 4" P-22 1" P-2 P-1 1" STAFF LOCKERS 126 4" 3 1 4" WATER HEATER 135 1 112" Drafted By: --- P-7 1 Copyright 2013 P-14 11 4" 11 4" These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. REVISION DESCRIPTION 4" FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 WATER PIPING IN SECONDARY INTERIOR WALL. NOT IN EXTERIOR WALL. MAINTAIN ADEQUATE PROTECTION FROM FREEZING. 3 2" Proposed Dialysis Clinic for: P-1 1 2" N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com HOT WATER PIPING H. Architects and Engineers COLD WATER PIPING W.S.F.U. LABEL Christopher Kidd & Associates, LLC FIXTURE WATER DISTRIBUTION DESIGN 2" 3 CONNECT TO EXISTING 4" VALVED STUB PROVIDED AS PART OF BUILDING SHELL CONSTRUCTION EXISTING HB PROVIDED AS PART OF BUILDING SHELL CONSTRUCTION 2" WATTS SERIES 909 REDUCED PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY AS REQUIRED BY AUTHORITY HAVING JURISDICTION. 2" DOMESTIC WATER AND 6" FIRE SPRINKLER WATER SERVICES BY SITE UTILITY CONTRACTOR). WATER PLAN SCALE: 1/4" = 1'-0" P2.0 COLD WATER PIPING HOT WATER PIPING BALL VALVE BALANCING VALVE EXISTING COLD WATER G 1 1 NATURAL GAS PIPING 2" 2" P-23 N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com ELBOW UP Architects and Engineers ELBOW DOWN Christopher Kidd & Associates, LLC HOT WATER RETURN PIPING P-6 P-15A 2" P-3 1 P-3H 2" P-15 P-3 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 1 Proposed Dialysis Clinic for: P-3H P-22 CW ONLY P-3 P-7 P-3 P-6 CONNECT TO EXISTING 2" WATER SERVICE STUB PROVIDED AS PART OF BUILDING SHELL CONSTRUCTION 2" 2" WATTS SERIES 909 REDUCED PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY AS REQUIRED BY AUTHORITY HAVING JURISDICTION. P-3 (2) 'WATTS' 909M1QT-S-1 12" REDUCED PRESSURE ZONE BACKFLOW PREVENTERS FOR PROCESS SUPPLY. PIPED IN PARALLEL STACKED ON WALL. SEE SHT. ME-1 FOR CONTINUATION OF PIPING. 2" DOMESTIC WATER SERVICE BY SITE UTILITY CONTRACTOR). CONNECT TO EXISTING 3 4" STUB PROVIDED AS PART OF BUILDING SHELL CONSTRUCTION LEONARD EMERGENCY SHOWER MIXING VALVE ASSY IN SURFACE MOUNTED STAINLESS STEEL CABINET MODEL TM-850-STSTL-EXP VACUUM RELIEF VALVE GAS PIPING BY MECHANICAL CONTRACTOR CHECK VALVE ROUTE AIR INTAKE & EXHAUST PIPING THRU ROOF (SCH. 40 PVC). TERMINATE PIPING THRU ROOF CONSISTENT WITH MFGR'S INSTRUCTIONS & LOCAL CODE REQUIREMENTS. G PRIMARY ISOLATION VALVE FOR WATER HEATER. G CW HW G GAS COCK UNION DRIP LEG 8" MIN. GAS PRESSURE REGULATOR AS REQ'D (VENT PER CODE) SAFETY CONTROL VALVE INSTALL CONDENSATE DRAIN CONSISTENT W/ MFG'RS INSTRUCTIONS HWR DIAL TYPE THERMOMETER IN-LINE AQUASTAT CIRCULATING PUMP ASME T&P RELIEF VALVE HORIZONTAL CHECK VALVE CIRCULATING PUMP SHALL BE EQUAL TO BELL & GOSSETT SERIES NBF-22 ALL BRONZE WITH TIME CLOCK AND IN-LINE AQUASTAT, 3 4" FLANGES,1/25 HP, 115V, 1Ø, 12 GPM AT 7' HEAD. PRIMARY ISOLATION VALVE MUST PRECEDE THERMAL EXPANSION TANK. NO VALVES SHALL BE INSTALLED BETWEEN EXPANSION TANK AND WATER HEATER INLET. G 1 - NOT TO SCALE Date Drafted: 10/15/2013 Project #: 13049-02 G PRIMARY ISOLATION VALVE FOR WATER HEATER. HW GAS COCK UNION DRIP LEG 8" MIN. GAS PRESSURE REGULATOR AS REQ'D (VENT PER CODE) SAFETY CONTROL VALVE INSTALL CONDENSATE DRAIN CONSISTENT W/ MFG'RS INSTRUCTIONS 'WATTS' MODEL DET-12 THERMAL EXPANSION TANK NOTES: VENT GAS PRESSURE REGULATORS TO ATMOSPHERE AS REQUIRED BY LOCAL APPLIANCE / MECHANICAL CODES. EXISTING HB PROVIDED AS PART OF BUILDING SHELL CONSTRUCTION PRIMARY ISOLATION VALVE MUST PRECEDE THERMAL EXPANSION TANK. NO VALVES SHALL BE INSTALLED BETWEEN EXPANSION TANK AND WATER HEATER INLET. P-8 ASME T&P RELIEF VALVE ROUTE RELIEF VALVE DISCHARGE PIPE FULL SIZE TO 6" A.F.F. (TO FLOOR SINK WITH AIR GAP WHERE APPLICABLE) ROUTE RELIEF VALVE DISCHARGE PIPE FULL SIZE TO 6" A.F.F. (TO FLOOR SINK WITH AIR GAP WHERE APPLICABLE). DOMESTIC WATER HEATER PIPING DIAGRAM JAA CW G NOTES: VENT GAS PRESSURE REGULATORS TO ATMOSPHERE AS REQUIRED BY LOCAL APPLIANCE / MECHANICAL CODES. Checked By: CHECK VALVE ROUTE AIR INTAKE & EXHAUST PIPING THRU ROOF (SCH. 40 PVC). TERMINATE PIPING THRU ROOF CONSISTENT WITH MFGR'S INSTRUCTIONS & LOCAL CODE REQUIREMENTS. 'WATTS' MODEL DET-12 THERMAL EXPANSION TANK FLOW CONTROL VALVE IN SUPPLY TO EMERGENCY SHOWER UNIT. 'CAMPBELL' #DVGX250 (25 GPM). DAR --- GAS PIPING BY MECHANICAL CONTRACTOR FINAL GAS PIPING CONNECTION TO WATER HEATER BY PLUMBING CONTRACTOR. Drafted By: DATE VACUUM RELIEF VALVE Copyright 2013 2 - PROCESS WATER HEATER PIPING DIAGRAM NOT TO SCALE # FINAL GAS PIPING CONNECTION TO WATER HEATER BY PLUMBING CONTRACTOR. These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. REVISION DESCRIPTION EXISTING HB PROVIDED AS PART OF BUILDING SHELL CONSTRUCTION WATER ISOMETRIC SCALE: 1/4" = 1'-0" P2.1 QTY. TOTAL WATER CLOSET P-1 4" 4 5 20 P-2 1 1 2" 1 5 5 P-'X' 11 LAVATORY EXAM SINK 2" 2 14 28 1 LOUNGE SINK P-5 1 2" 2 1 2 LAUNDRY TRAY P-7 112" 2 1 2 MOP SINK P-8 3" 2 1 2 DRINKING FOUNTAIN P-23 1 1 2" 0.5 1 0.5 2" FLOOR DRAIN P-18A 2" 3 1 3 4" FLOOR DRAIN P-16 4" 6 3 18 4" FLOOR DRAIN P-17 4" 0 3 0 4" FLOOR SINK P-18 4" 6 6 36 TRENCH DRAIN P-19 4" 6 1 6 4" FLOOR SINK P-22 2" 2 1 2 TRENCH DRAIN P-14 4" 8 1 8 TOTAL DRAINAGE FIXTURE UNITS = 132.5 MAINTAIN MINIMUM 25 FEET DISTANCE BETWEEN PLUMBING VENTS THRU ROOF AND HVAC FRESH AIR INTAKES. PLUMBING VENTS IN ROOF TOP EQUIPMENT DEPRESSION NOT ALLOWED. EXISTING SANITARY PIPING NEW SANITARY PIPING (IN GROUND) P-24 NEW STORM PIPING (ABOVE GROUND) NEW STORM PIPING (IN GROUND) INDIVIDUAL VALVE BOX. SEE DETAIL 5 ON SHEET P3.1. 4" CO W/FFC 2"W-112"V-2"WCO P-16 P-16 P-1 4"W-2"V PATIENT TOILET 102 4" P-2 P-3H WAITING ROOM 101 4" 2"W-112"V 4" 2" 1 2"W-1 2"V 2 SEPARATION ROOM 109 CONNECT VENT PIPING TO 4" VTR. STUBBED THRU ROOF DURING BUILDING SHELL CONSTRUCTION. REMOVE TEMPORARY CAP ABOVE ROOF. 3 4 5 6 4" CO W/FFC TREATMENT ROOM 108 2" P-15A 2"W-112"V CONNECT VENT PIPING TO 4" VTR. STUBBED THRU ROOF DURING BUILDING SHELL CONSTRUCTION. REMOVE TEMPORARY CAP ABOVE ROOF. 4" P-23 PATIENT TOILET 103 4"W-2"V 7 4" P-1 4" 4" 2" P-2 8 1 VESTIBULE 100 2" PREP SINK 111 1 2"W-1 2"V 2" PREP SINK 115 P-3 P-3 9 4" 2"V 2" 4" 2"W-112"V MED PREP 113 PATIENT PREP 107 4" 4" 4" 2"W-112"V WHEELCHAIR STORAGE 114 RECEPTION 105 CONFERENCE ROOM 123 2" 2"W-112"V 2" 2"W-2"WCO-112"V 2" NURSE STATION 110 P-3H WASTE WV WET VENT (WASTE) CO CLEAN OUT DS DRAIN STACK SV STACK VENT CV CIRCUIT VENT RV RELIEF VENT CM.V COMMON VENT SP STAND PIPE VTR VENT THRU ROOF W/FFC WITH FLUSH FLOOR COVER MVS MAIN VENT STACK WCO WALL CLEAN OUT W/WCO WITH WALL CLEAN OUT SCO STACK CLEAN OUT EQ. CO EQUIVALENT CLEAN OUT POC POINT OF CONNECTION PC PLUMBING CONTRACTOR HORIZONTAL WASTE BFF BELOW FINISHED FLOOR HWA HORIZONTAL WASTE ARM INVERT ELEVATION POINT OF CONNECTION NURSE STATION 117 4" CO W/FFC 2" W IE 2" 4" VENT HORZ. W. 4" 4" CO W/FFC V 10 2"W-112"V P-4 OFIC OWNER FURNISHED, INSTALLED BY CONTR ORD OVERFLOW ROOF DRAIN OFD OVERFLOW DRAIN ST STORM DRAIN N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com D.F.U. FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 TRAP Architects and Engineers LABEL Proposed Dialysis Clinic for: FIXTURE Christopher Kidd & Associates, LLC DRAINAGE SCHEDULE COATS 104 P-3 2"W-112"V 2" P-3 1 2"W-1 2"V 4" PREP SINK 116 PREP SINK 112 P-3 2"W-112"V NO PLUMBING VENTS IN FLAT ROOF AREA. 2" P-3 MEDICAL RECORDS 106 2" 11 P-15 LAB PREP 119 2"W-112"V 17 P-6 16 15 14 13 12 1 2"W-1 2"V-2"WCO 4" DOCTOR EXAM 124 P-2 CORRIDOR 121 CORRIDOR 122 P-16 P-1 4"W-2"V 4"W-2"V 2"W-112"V 4"W-3"MV PATIENT TOILET 118 2"V 4" STAFF LOUNGE 130 4" 4" 4" 4" WATER TREATMENT 137 2"W-112"V2"WCO PSDS/ GRANUFLO 138 4" 4" 4" 1 1 2"V 4" 2"W-1 2"V 2"V 4"W-2"V P-6 2" P-2 STAFF SHOWER 129 WATER HEATER 135 TECH REPAIR 131 P-17 P-18 P-18A P-2 4" 2"W-1 2"V STAFF TOILET 128 STAFF TOILET 127 4"W-2"V SPRINKLER RISER 132 1 4" 2" P-18 P-19 4" P-18 2"V 4" 4" CO W/FFC 2"V 6" TWO-WAY YARD CLEANOUT BY SITE UTILITY CONTRACTOR 2"V 4" MECHANICAL/ STORAGE 134 MED WASTE 142 6" @ MIN.1% SLOPE Checked By: JAA Date Drafted: 10/15/2013 13049-02 P-17 P-1 CONTINUES TO MUNICIPAL SEWER DAR Project #: P-8 P-17 P-1 Drafted By: 4" CO W/FFC CONNECT VENT PIPING TO 4" VTR. STUBBED THRU ROOF DURING BUILDING SHELL CONSTRUCTION. REMOVE TEMPORARY CAP ABOVE ROOF. ELECTRICAL ALCOVE 133 112"V 4"W-2"V P-17 Copyright 2013 3" JANITOR CLOSET 141 4" 2"W-112"V 4" 2"W-1 2"V P-18A 2"V 2" 2"W-112"V P-14 2"V P-7 P-22 4" P-3 112"V CONNECT VENT PIPING TO 4" VTR. STUBBED THRU ROOF DURING BUILDING SHELL CONSTRUCTION. REMOVE TEMPORARY CAP ABOVE ROOF. BPW 4" These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. 1 4"W-2"V 2" 2"V 2" SOILED UTILITY 140 1 STAFF LOCKERS 126 4" DAR MULTI-PURPOSE OFFICE 125 WIRING CLOSET 136 4" --- CLINIC MANAGER 120 4" DRAIN PLAN SCALE: 1/4" = 1'-0" REVISION DESCRIPTION 4" 4" 4" CO W/FFC DATE P-18 # 4" 2"V CLEAN UTILITY 139 ADDENDUM # 1 P-18 P-5 4" 11/05/2013 2" P-18 4" 4" A1 4" P2.2 EXISTING SANITARY PIPING 2" NEW SANITARY PIPING (IN GROUND) P-2 NEW STORM PIPING (ABOVE GROUND) 112" 4" 2" P-2 2" 2" 3" 2" 4" 3" P-1 4" 4" 112" 3" 4" 112" P-23 1 2" 2" 2" 4" P-6 1 112" 4" 112" 112" 2" INDIVIDUAL DRAIN BOX. SEE DETAIL 5 ON SHEET P3.1. P-15A 4" 2"WCO 1 2" P-2 2" 2" 2" 4" STAND PIPE VTR VENT THRU ROOF W/FFC WITH FLUSH FLOOR COVER MVS MAIN VENT STACK WCO WALL CLEAN OUT W/WCO WITH WALL CLEAN OUT SCO STACK CLEAN OUT EQ. CO EQUIVALENT CLEAN OUT POC POINT OF CONNECTION PC PLUMBING CONTRACTOR HORIZONTAL WASTE BFF BELOW FINISHED FLOOR HWA HORIZONTAL WASTE ARM INVERT ELEVATION OFIC OWNER FURNISHED, INSTALLED BY CONTR ORD OVERFLOW ROOF DRAIN OFD OVERFLOW DRAIN STORM DRAIN 112" 4" 2" P-3 112" 4" 2" 4" 2" 112" 4" 4" 112" CONTINUES TO MUNICIPAL SEWER 2" 2" 2" 4" P-2 2" P-1 112" 2" P-6 P-18A 4" 2" P-18 P-4 P-3 2" WCO 4" CO W/FFC 112" 112" 2" 4" 4" 2" 4" 4" P-22 4" 4" CO W/FFC 2" 4" P-16 2" 4" P-18 2" P-3 4" CO W/FFC 4" 2" 4" P-17 112" 4" 4" 2" 2" 4" 4" CO W/FFC P-16 2" P-3 4" 4" P-18 P-17 3"MV 4" 4" 4" P-18 4" P-18 4" CO W/FFC 3"MV 4" 2" 2" 4" 3"MV 112" 2" 3" 2" P-17 4" P-2 P-18 2" 3" 4" 4" 2" 3" 2" 2" 4" 2" 2" 2" 4" Copyright 2013 Drafted By: DAR Checked By: JAA Date Drafted: 10/15/2013 4" P-1 P-19 These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Project #: P-18A 4" 4" 112" 2" 4" 4" CO W/FFC 13049-02 P-14 4" CO W/FFC 2" P-3 2" 4" ADDENDUM # 1 2" 6" 2" P-3 P-7 --- 112" SP P-16 4" CO W/FFC 2" 6" TWO-WAY YARD CLEANOUT BY SITE UTILITY CONTRACTOR COMMON VENT P-3H P-5 112" 4" CM.V 3" P-8 4" P-17 DRAIN ISOMETRIC SCALE: 1/4" = 1'-0" REVISION DESCRIPTION 2" RELIEF VENT DATE 2" RV # P-1 P-3 2" 4" CIRCUIT VENT 2" P-15 2" 4" CV 4" 2" 2" STACK VENT 2" 112" 112" SV DAR 112" DRAIN STACK 11/05/2013 2" DS Proposed Dialysis Clinic for: 2" CLEAN OUT ST 112" 1 CO POINT OF CONNECTION 2" 112" WET VENT (WASTE) IE P-3H 4" WV HORZ. W. P-24 112" WASTE A1 1 2" 112" W FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 1 VENT N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com P-1 4" V Architects and Engineers 1 2" 4" CO W/FFC Christopher Kidd & Associates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° BENDS. (90° ELBOWS ARE NOT ALLOWED) SEE DETAIL ON SHEET P4.1. PC SHALL INSTALL (2) HEAVY DUTY PULL STRINGS IN SLEEVING FOR WATER VENDOR INSTALLATION OF RO & SDS TUBING. PLUMBING CONTRACTOR SHALL TERMINATE PVC 6" AFF IN DIALYSIS COUNTERS. SEE DETAILS ON SHEET P4.1. B.) PLUMBING CONTRACTOR SHALL FILL THE SLEEVE OPENING WITH A NON-HARDENING FOAM AFTER TUBING INSTALLATION (BY WATER VENDOR) TO AN APPROXIMATE DEPTH OF 12". F.) DISCHARGE PIPING FROM ALL R.O. EQUIPMENT SHALL HAVE APPROPRIATE CODE DESIGNED AIR GAPS TO SANITARY DRAINAGE SYSTEM - SEE SHEET ME-1 FOR SPECIFICS OF R.O. EQUIPMENT DISCHARGE PIPING. G.) ALL POTABLE AND NON-POTABLE WATER PIPING SHALL BE DIFFERENTIALLY TAGGED AND LABELED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 608.8 THROUGH 608.8.3 OF THE 2003 IPC. H.) ALL 90° BENDS MUST BE FABRICATED FROM (2) 45° FITTINGS. I.) SEE ME-1 FOR ROUTING OF R.O. & SDS TUBING (BY WATER VENDOR). J.) PLUMBING CONTRACTOR SHALL REFER TO WATER VENDOR REQUIREMENTS FOR ADDITIONAL PLUMBING REQUIREMENTS NEEDED PRIOR TO WATER VENDOR EQUIPMENT INSTALLATION. K.) PLUMBING CONTRACTOR SHALL VERIFY ALL ROUTING OF OVERHEAD SLEEVING WITH FMC PROJECT MANAGER AND WATER VENDOR. L.) ALL PIPING CONVEYING NON-POTABLE WATER SHALL BE PERMANENTLY IDENTIFIED BY DISTINCTIVE YELLOW PAINT, OR OTHER CODE APPROVED MARKINGS, MAKING SUCH PIPING AND VALVES READILY DISTINGUISHABLE FROM PIPING CARRYING POTABLE WATER. REFER TO DETAIL 6 ON SHEET P3.1 R.O., BICARB AND CONCENTRATE. ROUTE THROUGH CABINET (TYPICAL) PIPING DOWN CHASE TO DIALYSIS COUNTER. REFER TO DETAIL 1 ON SHEET P3.1. PIPING DOWN CHASE TO DIALYSIS COUNTER. REFER TO DETAIL 1 ON SHEET P3.1. PIPING UP CHASE TO ABOVE CEILING. REFER TO DETAIL 1 ON SHEET P3.1. N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com E.) SEE SHEET ME-1 FOR DIVISION BETWEEN OWNER SUPPLIED EQUIPMENT/INSTALLATION AND MECHANICAL PIPING CONTRACT. Architects and Engineers D.) REFER TO SHEETS P4.1 AND A7 SERIES SHEETS FOR R.O. TUBING SPECIFICS AND DETAILS BENEATH COUNTER AREAS. Christopher Kidd & Associates, LLC C.) SEE SHEETS P4.1 AND ME-1 FOR ADDITIONAL INSTALLATION INSTRUCTIONS FOR ALL PIPING SHOWN HERE. VALVE BOX (TYP.) 8 VESTIBULE 100 1 4 5 6 7 " " 5 8 TREATMENT ROOM 108 VALVE BOX (TYP.) PATIENT TOILET 103 PREP SINK 111 PATIENT PREP 107 CONFERENCE ROOM 123 PREP SINK 115 MED PREP 113 NURSE STATION 110 WHEELCHAIR STORAGE 114 9 NURSE STATION 117 10 RECEPTION 105 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 " 5 8 WAITING ROOM 101 3 5 8 2 SEPARATION ROOM 109 Proposed Dialysis Clinic for: PATIENT TOILET 102 PIPING UP CHASE TO ABOVE CEILING. REFER TO DETAIL 1 ON SHEET P3.1. PREP SINK 116 PREP SINK 112 A B Y COATS 104 PIPING UP CHASE TO ABOVE CEILING. REFER TO DETAIL 1 ON SHEET P3.1. LAB PREP 119 11 R.O. MEDICAL RECORDS 106 5 3 17 16 15 14 13 4" 12 5 8" DOCTOR EXAM 124 8" 4" 3 3 4" CORRIDOR 122 PATIENT TOILET 118 CORRIDOR 121 5 8" PIPING DOWN CHASE TO DIALYSIS COUNTER. REFER TO DETAIL 1 ON SHEET P3.1. FOR CONTINUATION OF BICARB, R.O. AND CONCENTRATE TUBING TO PROCESS EQUIPMENT, REFER TO ME-1 DRAWING. PSDS/ GRANUFLO 138 BPW Copyright 2013 Y SOILED UTILITY 140 TECH REPAIR 131 5 STAFF SHOWER 129 SPRINKLER RISER 132 Checked By: JAA Date Drafted: 10/15/2013 ELECTRICAL ALCOVE 133 13049-02 --- JANITOR CLOSET 141 8" MED WASTE 142 MECHANICAL/ STORAGE 134 DATE STAFF TOILET 127 DAR Project #: WATER HEATER 135 STAFF TOILET 128 Drafted By: # STAFF LOCKERS 126 These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. REVISION DESCRIPTION MULTI-PURPOSE OFFICE 125 STAFF LOUNGE 130 WATER TREATMENT 137 CLINIC MANAGER 120 CLEAN UTILITY 139 R.O. 5 8" 5 8" WIRING CLOSET 136 PROCESS PIPING PLAN SCALE: 1/4" = 1'-0" P2.4 114" 114" T EMERGENCY SHOWER MIXING VALVE MOUNT FLOOR SINK FLUSH WITH QUARRY TILE. RIGID DRAIN LINES QUARRY TILE FINISH FLOOR SENSOR OPERATED GOOSENECK FAUCET (DECK MOUNTED) 120 VAC RECEPTACLE SURFACE MTD. (BY E.C.) WASTE LINE FLOOR GRATE 90 DIA. LONG RADIUS WYE 12" EACH SIDE 3/8" SUPPLY TUBE ALL SURPLUS WIRE TO BE NEATLY COILED AND TIE WRAPPED. FLOW FLOOR SINK MODEL # : PLASTC ODDITIES, INC. PH# 800-438-5327 MODEL# PFS-400H STOPS AND 3 8" SUPPLIES TYP. SENSOR FAUCET DETAIL 2 PS-12 NOT TO SCALE NOT TO SCALE 3 PS-14 HW HOT WATER T TEMPERED WATER NOTES 1. CONTRACTOR TO INSTALL A REGULATING VALVE IN THE TEMPERED WATER SUPPLY LINE ADJUSTED TO 25 GPM 2. THE ANSI Z358.1 STANDARD STATES THAT THE WATER TEMPERATURE DELIVERED BY EMERGENCY SHOWERS/EYEWASHES SHOULD BE "TEPID" (60- 100 DEG. F). WHERE IT IS POSSIBLE THAT A CHEMICAL REACTION MIGHT BE ACCELERATED BY WARM WATER, A MEDICAL PROFESSIONAL SHOULD BE CONSULTED TO DETERMINE WHAT THE OPTIMAL TEMPERATURE SHOULD BE. IF THE CITY WATER SUPPLY TEMPERATURE RANGE IS VERIFIED TO BE CONSISTANTLY BETWEEN 60 DEG. F AND 100 DEG. F, THE CONTRACTOR MAY SUPPLY COLD WATER ONLY TO THE EMERGENCY SHOWER/EYEWASH AND DELETE THE MIXING VALVE. FLUSH MOUNTED FLOOR SINK DETAIL 4 PS-9 NOT TO SCALE EMERGENCY EYEWASH AND SHOWER DETAIL NOT TO SCALE PIPE 1" LIP SEAL PIPE INSULATION AT FLOORS, WALLS AND GYP. BOARD CEILINGS. SLEEVE 3" INDIRECT WASTE LINE. PITCH @ 1/8" PER FT. MIN. VENTED TO ATMOSPHERE AT END FUNNEL- SEE FLOOR DRAIN AT DIALYSIS COUNTER DETAIL. 3" PVC PIPE CUT AT 45° AS SHOWN 3" SCH. 40 PVC, 90° ELBOW CUT GRATE FROM CENTER OF FUNNEL JOSAM F-6 ROUGH BRONZE FUNNEL EXTENDED RIM MOUNT 3/4" A.F.F. FINISHED FLOOR 2 12" 3 These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. 4" 6" AIR BREAK FIRE RETARDANT MATERIAL TO BE U.L. APPROVED. FIRE SEAL MATERIAL TO MAINTAIN ASSEMBLY RATING BETWEEN PIPE & SLEEVE. JOSAM TYPE 9E1 STRAINER FLOOR RIM 3/4" A.F.F. EXISTING FINISHED FLOOR REMOVE GRATE WITHIN FUNNEL BASE 3" WASTE TRAPPED & VENTED. 5 PT-7 JOSAM 30003 FLOOR DRAIN INDIRECT WASTE DISCHARGE DETAIL NOT TO SCALE MATERIAL CONCRETE PATCH (AS REQ'D.) DRAIN LINE 6 PT-8 STEEL PIPE STEEL PIPE W/INSULATION COPPER PIPE COPPER PIPE W/INSULATION FLOOR DRAIN AT DIALYSIS COUNTER 7 PG-3 NOT TO SCALE U.L. NUMBER REQ'D GYP. WALL CMU WALL FLOOR 594 272 428 444 443 444 442 429 442 335 335 445 Copyright 2013 Drafted By: DAR Checked By: JAA Date Drafted: 10/15/2013 Project #: 13049-02 --- 1 PG-1 FLOOR CLEANOUT DETAIL COLD WATER REVISION DESCRIPTION THERMOSTATIC MIXING VALVE 24 VAC. TRANSFORMER BOTTOM DOME STRAINER 4" HUB OUTLET CW PIPE SLEEVE DETAIL NOT TO SCALE DATE SOLENOID VALVE W/ INTEGRAL STRAINER LEGEND CUT LINE CUT LINE CONTROL MODULE (4) 9 16"Ø ON 63 4" BOLT CIRCLE # COUPLING NUT HOUSING P-17 AIR GAP PER CODE SLOPE CLEANOUT PLUG P-17 RIGID PIPE STAND TRIM PLATE MOUNTING NUT AND WASHER 114" NPT INLET FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 FINISHED FLOOR Proposed Dialysis Clinic for: SENSOR 114" BALANCING VALVE ADJUSTED TO 25 GPM FLOOR CLEANOUT JOSAM MODEL # 57000 COVER PLATE P-9 N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com CW HW Architects and Engineers P-9 Christopher Kidd & Associates, LLC 114" NPT INLET (OPPTIONAL) PLUMBING DETAILS NOT TO SCALE P3.0 NOTE: VERIFY FINAL CONFIGURATION OF TUBING CONDUIT WITH WATER TREATMENT VENDOR PRIOR TO INSTALLATION HORIZONTAL SLEEVE 6" SCHEDULE 40 BELLED END PVC SLEEVE SHALL REST ON EDGE OF FRAMING, FRAMING SHALL BE AT FINISHED A.C.T. HEIGHT 3" HINGED ACCESS PANEL FOR ACCESS TO CLEANOUT CWP VALVE PANEL ASSEMBLY WITH DRAIN FITTINGS (O.F.I.C.) 3" INDIRECT WASTE LINE. PITCH @ 1/8" PER FT. MIN. VENTED TO ATMOSPHERE AT END 7-1/2" SECTION SEE DRAIN DETAIL 2 PT-3 VERTICAL SLEEVE CHASE DETAIL DIALYSIS COUNTER INDIRECT WASTE, VENT AND CLEANOUT DETAILS 3 PT-1 NOT TO SCALE NOT TO SCALE RO/SDS RETURN TUBING AND SLEEVE SENSOR FAUCET CW HW PSDS PSDS PSDS RO FMC VALVE BOX, SUPPLY ONE SIDE (OFIC) DRAIN CONNECTION P-3H A/B RO INSULATED 1" TEFLON RO TUBING, SDS TUBING, MOUNTED TO BOTTOM OF COUNTER (BY OTHERS). 1/2" FAUCET CONTROL MODULE T RO PSDS PSDS PSDS RO R.O. LOOP RO RETURN RO, AND PSDS TUBING TO DROP TO TECH REPAIR VALVE BOX FROM BEHIND IN REAR WALL. SOLENOID VALVE A/B/Y A/B/Y 1'-6" CONNECT TO 1/2" HOSE BARB AT BOX W/ ST. STEEL HOSE CLAMPS NOT TO SCALE 1/2 1/2 TOP OF COUNTER DIALYSIS COUNTER SECTION AT VALVE PANEL T RO THERMOSTATIC MIXING VALVE R.O. DROP TO TECH REPAIR VALVE BOX. PROVIDE STAINLESS STEEL RPZ SIMILAR TO WATTS MODEL SS009 IF REQUIRED BY LOCAL CODE. JAY R. SMITH AIR GAP FITTING (#3950) "Y" FITTING WITH HOSE BARB CONNECTIONS TO MATCH VALVE BOX DRAINS 1/2" VINYL TUBING 1/2" VINYL TUBING 3" x 3"x1/2" FPT TEE W/ BARBED FITTING RO TEFLON RO WATER T TEMPERED WATER A/B/Y A/B/Y SDS TUBING OFIC OWNER FURNISHED AND INSTALLED IN CONTRACT 1/8" PITCH RO LEGEND RO TEFLON TUBING BUNDLED WITH SDS TUBING (BY OTHERS) FLOOR DRAIN. REFER TO PLUMBING DETAILS PLYWOOD SHROUD AT FLOOR DRAIN SEE DRAIN DETAIL FULL LINE SIZE P.V.C. BALL VALVE PVC SLEEVE SHALL EXTEND INTO END OF COUNTER, USE LONG RADIUS ELBOW FUNNEL DRAIN PVC DROP AT DRAIN WITH AIR GAP DIALYSIS COUNTER INDIRECT WASTE LINE. PITCH @ 1/8" PER FT. DIALYSIS COUNTER INDIRECT WASTE LINE. PITCH @ 1/8" PER FT. WATER VENDOR TO PULL RO/SDS TUBING AND MAKE ALL CONNECTIONS PSDS PSDS PSDS 6" SCHEDULE 40 BELLED END PVC SLEEVE, STRAPPED TO FRAMING AT 24" O.C. VERTICALLY WATER VENDOR TO FASTEN VALVE BOX TO FRONT PANEL W/ STAINLESS STEEL SCREWS IN PRE-DRILLED 3/16"Ø HOLES TOP AND BOTTOM. (TYP. 4 PL). 3"x3"x3" WYE WITH ADDITIONAL CLEANOUT FITTING AND PLUG FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 REMOVABLE ACCESS PANEL ABOVE VALVE BOX N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com TYP. PATIENT DIALYSIS COUNTER METAL STRAPPING AT 24" O.C. VERTICALLY 3" INDIRECT WASTE 1/2" MPT x 1/2" HOSE BARB w/S.S. HOSE CLAMP TOP OF SLAB 10" 4 PT-2 PIPING IN DIALYSIS COUNTER ELEVATION 5 PT-5 NOT TO SCALE SEPARATION ROOM SUPPLY PLUMBING DETAIL 6 - NOT TO SCALE TECH REPAIR NOT TO SCALE 3 8" ROD CONNECTED TO UNISTRUT ABOVE These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. HANGER BRACKETS SHALL BE INSTALLED EVERY 6'-0" 5/8 "A", "B" AND "Y' CONCENTRATE TUBING (BY OTHERS) Copyright 2013 INSULATED TEFLON R.O. TUBING (BY OTHERS) TIE-WRAPS SHALL BE USED EVERY 18" Drafted By: DAR Checked By: JAA Date Drafted: 10/15/2013 Project #: 6" SCHEDULE 40 SLEEVE 13049-02 --- SECTION DATE REVISION DESCRIPTION HANGER BRACKETS SHALL BE INSTALLED EVERY 6'-0" NOTES: 1) THIS DETAIL IS ONLY USED IN OVERHEAD SLEEVE INSTALLATIONS 2) CONTRACTOR SHALL PROVIDE HEAVY DUTY PULL STRINGS IN SLEEVES. 6" SLEEVE FINISHED CEILING # 1 - REMOVABLE PANEL ACCESS TO TOP OF VALVE PANEL Proposed Dialysis Clinic for: 6" SCHEDULE 40 BELLED END PVC SLEEVE, STRAPPED TO FRAMING AT 24" O.C. VERTICALLY WALL HUNG DIALYSIS COUNTER Architects and Engineers MAXIMUM LENGTH 46' FROM FIRST VALVE BOX CONNECTION TO IW DRAIN DISCHARGE. Christopher Kidd & Associates, LLC 3"x3"x3" WYE WITH ADDITIONAL CLEANOUT FITTING AND PLUG PSDS PSDS PSDS COORDINATE PLACEMENT OF VERTICAL AND HORIZONTAL PVC SLEEVING FOR 24" MINIMUM TO 36" BENDING RADIUS OF TEFLON TUBING LOOP RO/SDS TUBING BUNDLE. 112" INDIRECT WASTE VENT UP THRU ROOF INDEPENDENT OF SANITARY VENT SYSTEM (SHALL NOT BE CONNECTED TO BUILDING SANITARY VENT SYSTEM). INCREASE TO 3" VTR. TERMINATE VTR WITH BUG/RODENT SCREEN MINIMUM 20 FEET FROM HVAC INTAKES, OPENABLE WINDOWS, DOORS AND SANITARY VENTS THRU ROOF. ELEVATION 7 PT-3 TEFLON TUBING SLEEVE SUPPORT DETAIL NOT TO SCALE PROCESS DETAILS NOT TO SCALE P3.1 PANEL 'R' VOLTAGE/PHASE: 208/120VAC, 3 PHASE, 4 WIRE QOB BREAKERS VAC NOTE: ALL PANELS AND SUBPANELS SHALL BE SUBMITTED WITH COORDINATED BREAKERS PER NEC 700.27 AND ARTICLE 100 (COORDINATION) AIC RATING: MATCH EXIST. SYSTEM COMPONENTS & UTILITY FAULT CURRENT COPPER BUS MOUNTING/COVER: SURFACE BRK LOCK CKT NUM VA PER PHASE DESCRIPTION A B C 1,500 1 BROWN RECEPTACLE (D) PATIENT BED #1 3 BROWN RECEPTACLE (D) PATIENT BED #3 5 BROWN RECEPTACLE (D) PATIENT BED #5 7 BROWN RECEPTACLE (D) PATIENT BED #7 9 BROWN RECEPTACLE (D) PATIENT BED #9 11 BROWN RECEPTACLE (D) PATIENT BED #11 13 BROWN RECEPTACLE (D) PATIENT BED #13 15 BROWN RECEPTACLE (D) PATIENT BED #15 17 BROWN RECEPTACLE (D) PATIENT BED #17 19 RECEPTACLES - IVORY PATIENT BEDS #3 & 4 21 RECEPTACLES - IVORY PATIENT BEDS #7 & 8 23 RECEPTACLES - IVORY PATIENT BEDS #11 & 12 25 RECEPTACLES - IVORY PATIENT BEDS #15 & 16 27 WHITE RECEPTACLE PATIENT BEDS #1, 2, 3 & 4 29 WHITE RECEPTACLE PATIENT BEDS #9, 10, 11 & 12 31 WHITE RECEPTACLE PATIENT BEDS #17 33 RECEPTACLES TV'S PATIENT BEDS #5, 6, 7, & 8 35 RECEPTACLES TV'S PATIENT BEDS #13, 14, 15, & 16 37 RECEPTACLES NURSE STATION 110 & PREP 111 & 112 39 RECEPTACLE (D) HOYER LIFT WHEELCHAIR STORAGE 114 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 360 360 360 360 720 720 180 1,200 1,200 1,440 180 300 41 RECEPTACLE (D) CRASH CART 43 SCALE POWER SUPPLY (D) 45 RECEPTACLE (D) UCR LAB PREP 119 400 300 47 RECEPTACLE (D) CENTRIFUGE SEPARATION ROOM 109 49 SPARE 51 SPARE 53 SPARE 55 SPARE 57 SPARE 59 SPARE 61 SPARE 63 SPARE 65 SPARE 67 SPACE 69 SPACE 71 SPACE 500 - BRK POLES BRK AMPS WIRE SIZE BRK POLES BRK AMPS WIRE SIZE 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 - - 1 - - - 1 - - - 1 - - 1 - 1 SUB-TOTALS: 7,240 7,260 7,580 PHASE TOTAL: 15,180 16,160 13,580 - VA PER PHASE A B DESCRIPTION C 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 360 360 360 360 360 720 720 1,200 1,200 300 800 1620 720 720 500 540 7,940 8,900 BUS AMPS: 225 VOLTAGE: MAIN SIZE/TYPE: MAIN LUGS ONLY SQUARE D TYPE NQ VOLTAGE/PHASE: 208/120VAC, 3 PHASE, 4 WIRE QOB BREAKERS LOAD SUMMARY CKT NUM BRK LOCK BRK LOCK CKT NUM A ALL PANELS AND SUBPANELS SHALL BE SUBMITTED WITH COORDINATED BREAKERS PER NEC 700.27 AND ARTICLE 100 (COORDINATION) 2 2 1 ELECTRIC HEATER (EH-2) BROWN RECEPTACLE (D) PATIENT BED #4 4 2 3 ELECTRIC HEATER (EH-3) BROWN RECEPTACLE (D) PATIENT BED #6 6 2 5 ELECTRIC HEATER (EH-4) BROWN RECEPTACLE (D) PATIENT BED #8 8 2 7 ELECTRIC HEATER (EH-5) BROWN RECEPTACLE (D) PATIENT BED #10 10 2 9 ELECTRIC HEATER (EH-7) BROWN RECEPTACLE (D) PATIENT BED #12 12 2 11 ELECTRIC HEATER (EH-8) BROWN RECEPTACLE (D) PATIENT BED #14 14 2 13 ELECTRIC HEATER (EH-9) BROWN RECEPTACLE (D) PATIENT BED #16 16 2 15 ELECTRIC HEATER (EH-10) RECEPTACLES - IVORY PATIENT BEDS #1 & 2 18 2 17 ELECTRIC HEATER (EH-11) RECEPTACLES - IVORY PATIENT BEDS #5 & 6 20 19 RECEPTACLES CORRIDORS & STAFF TOILETS RECEPTACLES - IVORY PATIENT BEDS #9 & 10 22 21 RECEPTACLE (D) REFRIGERATOR STAFF LOUNGE RECEPTACLES - IVORY PATIENT BEDS #13 & 14 24 23 RECEPTACLE (D) COFFEE MAKER STAFF LOUNGE RECEPTACLES - IVORY PATIENT BEDS #17 26 25 RECEPTACLE (D) TECH REPAIR WHITE RECEPTACLE PATIENT BEDS #5, 6, 7 & 8 28 27 RECEPTACLE (D) FREEZER WHITE RECEPTACLE PATIENT BEDS #13, 14, 15 & 16 30 29 FIRE ALARM CONTROL PANEL (D) RECEPTACLES TV'S PATIENT BEDS #1, 2, 3, & 4 32 31 INTERCOM POWER SUPPLY (D) RECEPTACLES TV'S PATIENT BEDS #9, 10, 11, & 12 34 33 RECEPTACLE (D) WIRING CLOSET RECEPTACLES TV'S PATIENT BEDS #17 36 35 RECEPTACLE (D) WIRING CLOSET RECEPTACLE (D) UCR MED PREP 113 38 37 RECEPTACLES WIRING CLOSET RECEPTACLES MED PREP 113 & PREP SINKS 115/116 40 39 1 B C BRK POLES BRK AMPS WIRE SIZE BRK POLES BRK AMPS WIRE SIZE 1 20 #12 1 20 #12 1 20 #12 1 20 GFI #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1,500 BROWN RECEPTACLE (D) PATIENT BED #2 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,260 800 1,500 785 800 600 600 180 180 900 1,040 VFD BOOSTER PUMP (SEE ME-1) 1,040 RECEPTACLES NURSE STATION 117 42 41 RECEPTACLES LAB PREP 109 & PATIENT PREP 107 44 43 RECEPTACLES (SEE ME-1) RECEPTACLE (D) CENTRIFUGE LAB PREP 119 46 45 RECEPTACLES (SEE ME-1) RECEPTACLES SEPARATION ROOM 109 48 47 RECEPTACLES (SEE ME-1) SPARE 50 49 RECEPTACLES (SEE ME-1) SPARE 52 51 RECEPTACLE (D) TIME CLOCK CORRIDOR 122 SPARE 54 53 EXHAUST FANS (EF-1 & EF-2) SPARE 56 55 EXHAUST FANS (EF-3 & EF-4) SPARE 58 57 SPARE SPARE 60 59 SPARE SPARE 62 61 SPARE SPARE 64 63 SPARE SPARE 66 65 SPARE SPACE 68 67 SPACE SPACE 70 69 SPACE SPACE 72 71 SPACE 900 360 400 500 400 200 200 - SUB-TOTALS: 9,645 8,080 8,420 PHASE TOTAL: 21,648 17,503 17,333 VA PER PHASE A B DESCRIPTION C 1200 300 200 600 1560 1365 1200 900 900 1740 1000 785 1620 600 600 600 180 180 900 RECEPTACLES WAITING ROOM 2 RECEPTACLE WAITING ROOM WATER COOLER 4 RECEPTACLE VESTIBULE WATER FEATURE 6 DOOR MOTORS 8 RECEPTACLES RECEPTION & MED RECORDS 10 RECEPTACLE (D) RECEPTION COPIER 12 RECEPTACLES CONFERENCE ROOM 14 RECEPTACLES EXAM ROOM 16 RECEPTACLES MULTI-PURPOSE ROOM 18 RECEPTACLES STAFF LOUNGE & CLINIC MANAGER 20 RECEPTACLE (D) MICROWAVE STAFF LOUNGE 22 RECEPTACLE (D) TECH REPAIR 24 RECEPTACLES TECH REPAIR 26 SECURITY PANEL (D) 28 NURSE CALL POWER SUPPLY (D) 30 DOOR LATCH POWER SUPPLY (D) 32 RECEPTACLE (D) WIRING CLOSET 34 RECEPTACLE (D) WIRING CLOSET 36 RECEPTACLES WIRING CLOSET 38 3843 3 40 RO MACHINE (SEE ME-1) 3843 2 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 15 #12 1 20 #12 1 15 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 42 44 1040 46 1040 300 12,003 BRK LOCK 40 3843 #8 CKT NUM 9,423 DISTRIBUTION PUMP (SEE ME-1) 48 RECEPTACLES WATER HEATER & CIRC PUMP 50 SPARE 52 SPARE 54 SPARE 56 SPARE 58 SPARE 60 SPARE 62 SPARE 64 SPARE 66 SPACE 68 SPACE 70 SPACE 72 8,913 56,484 LOAD SUMMARY CONTINUOUS NOTE: VA PER PHASE 6,000 NOTES: VAC MOUNTING/COVER: SURFACE TOTAL: KVA 208 AIC RATING: MATCH EXIST. SYSTEM COMPONENTS & UTILITY FAULT CURRENT COPPER BUS 44,920 TOTAL: 120 KVA NOTES: CONTINUOUS ASSIGNED LOADS: 25.5 MOTOR: 2.1 TOTAL: 25.5 TOTAL: 2.1 NON-CONTINUOUS NON-CONTINUOUS ASSIGNED LOADS: 3.0 ELECTRIC HEATING: 13.5 GENERAL RECEPTACLES: 10.0 ASSIGNED LOADS: 13.6 GENERAL RECEPTACLES (>10KVA@50%): 3.2 GENERAL RECEPTACLES: 10.0 TOTAL: 16.2 GENERAL RECEPTACLES (>10KVA@50%): 1.6 MOTOR: 14.0 TOTAL: 52.8 CONTINUOUS (KVA): 2.1 BREAKER LOCK TYPES 25% OF CONTINUOUS (KVA): 0.5 NON CONTINUOUS (KVA): 52.8 25% OF LARGEST MOTOR (KVA): 1.0 TOTAL (KVA): 56.3 FEEDER CURRENT (AMPS): 156.3 TYPE DESCRIPTION FEEDER CURRENT, 0.85 PF APPLIED (AMPS): 183.9 1 LOCKED IN THE ON POSITION MINIMUM BREAKER SIZE (AMPS): 225 2 LOCKABLE IN THE OFF POSITION ELECTRICAL LOAD CALCULATION FOR FEEDER CONTINUOUS (KVA): 25.5 25% OF CONTINUOUS (KVA): 6.4 NON CONTINUOUS (KVA): 16.2 TOTAL (KVA): 48.1 FEEDER CURRENT (AMPS): 133.4 TYPE DESCRIPTION FEEDER CURRENT, 0.85 PF APPLIED (AMPS): 157.0 1 LOCKED IN THE ON POSITION 225 2 LOCKABLE IN THE OFF POSITION MINIMUM BREAKER SIZE (AMPS): N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com MAIN SIZE/TYPE: MAIN LUGS ONLY 208 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 120 Architects and Engineers VOLTAGE: SQUARE D TYPE NQ Christopher Kidd & Associates, LLC BUS AMPS: 225 Proposed Dialysis Clinic for: PANEL 'P' 1) CIRCUIT BREAKER FOR FIRE ALARM EQUIPMENT SHALL BE 'RED' IN COLOR AND LOCKABLE IN THE ON POSITION. THE LOCATION OF THEIR CORRESPONDING CIRCUIT BREAKER AND PANEL SHALL BE PERMANENTLY AND SIGNIFICANTLY IDENTIFIED AT THE FIRE ALARM CONTROL PANEL. ELECTRICAL LOAD CALCULATION FOR FEEDER BREAKER LOCK TYPES MOTOR SCHEDULE VA MOP VOLTAGE PHASE SOURCE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 RTU-1 RTU-2 RTU-3 EH-1 EH-2 EH-3 EH-4 EH-5 EH-6 EH-7 EH-8 EH-9 EH-10 EH-11 EF-1 EF-2 EF-3 EF-4 EXISTING ROOF TOP UNIT EXISTING ROOF TOP UNIT EXISTING ROOF TOP UNIT EXISTING ELEC. HEATER ELECTRIC HEATER ELECTRIC HEATER ELECTRIC HEATER ELECTRIC HEATER ELECTRIC HEATER ELECTRIC HEATER ELECTRIC HEATER ELECTRIC HEATER ELECTRIC HEATER ELECTRIC HEATER EXHAUST FAN EXHAUST FAN EXHAUST FAN EXHAUST FAN ROOF TOP ROOF TOP ROOF TOP SPRINKLER RISER VESTIBULE 100 PATIENT TOILET 118 SOILED UTILITY 139 JANITOR 140 MECH/STORAGE 136 STAFF TOILET 128 CORRIDOR 122 STAFF TOILET 127 PATIENT TOILET 103 PATIENT TOILET 102 SEE MECH PLANS SEE MECH PLANS SEE MECH PLANS SEE MECH PLANS 12970 15131 8646.4 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 186 125 125 125 50 50 30 20 20 20 20 20 20 20 20 20 20 20 15 15 15 15 208 208 208 120 120 120 120 120 120 120 120 120 120 120 115 115 115 115 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MDP MDP MDP PANEL 'A' PANEL 'R' PANEL 'R' PANEL 'R' PANEL 'R' PANEL 'R' PANEL 'R' PANEL 'R' PANEL 'R' PANEL 'R' PANEL 'R' PANEL 'R' PANEL 'R' PANEL 'R' PANEL 'R' ELECTRICAL HEATERS SHALL BE SOURCED DIRECTLY FROM PANEL 'R'. SEE MECHANICAL PLANS FOR MORE INFORMATION. EC SHALL VERIFY PRIOR TO BID, GFCI SERVICE RECEPTACLE IS LOCATED NEAR ROOF TOP UNITS. SEE PANEL SCHEDULE FOR CIRCUIT DESIGNATION (A-21). DISCONNECT MEANS TYPE FURN BY WIRED BY CONTROL WIRING BY UNITS ARE EXISTING 4 4 4 4 4 4 4 4 4 4 3 3 3 3 EXISTING ELECTRIC HEATER EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: RSG Checked By: BGG Date Drafted: DISCONNECT TYPES Project #: 1 FUSED DISCONNECT 2 UN-FUSED DISCONNECT 3 4 MOTOR RATED SWITCH DIRECT 10/15/2013 13049-02 --- LOCATION REVISION DESCRIPTION DESCRIPTION DATE LABEL # NUMBER ELECTRICAL PANELS & SCHEDULES SCALE: NTS E1.0 VOLTAGE: 120 MAIN SIZE/TYPE: MAIN LUGS ONLY SQUARE D TYPE NQ VOLTAGE/PHASE: 208/120VAC, 3 PHASE, 4 WIRE QOB BREAKERS AIC RATING: 22,000A COPPER BUS 208 VAC CKT NUM VA PER PHASE DESCRIPTION A 1 LIGHTING, FIRE SPRINKLER RM, PANEL, EXITS 3 RECEPTACLE, PANEL AREA 5 EXTERIOR LIGHTING CONTROL MOUNTING/COVER: SURFACE SQUARE D 'I-LINE' HCM SERIES, THERMAL-MAGNETIC BREAKERS, COPPER BUS 160 360 180 307 PARKING LOT LIGHTING 307 11 LIGHTING, CANOPY 13 LIGHTING, EXTERIOR EMERGENCY 15 BUILDING SIGNAGE 17 FREEZE PROTECTION 19 FREEZE PROTECTION 21 ROOF TOP RECEPTACLES 23 ELECTRIC WALL HEATER (EH-1) 25 SPACE 27 SPACE 29 SPACE 256 290 1,200 500 500 900 1,500 SUB-TOTALS: 1,257 2,767 2,436 PHASE TOTAL: 4,119 4,700 4,498 BRK AMPS WIRE SIZE BRK POLES BRK AMPS WIRE SIZE 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 2 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 20 #12 1 - - 1 20 #12 1 - - 1 20 EPD #12 1 - - 1 20 EPD #12 1 - - 1 20 #12 1 - - 1 20 #12 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - VA PER PHASE A B C 1,518 1,146 1,232 1,344 787 830 2,862 1,933 DESCRIPTION CKT NUM BRK LOCK TOTAL VA PANEL POLES SIZE MIN WIRE SIZE P 3 225 #4/0 15180.0 16160.0 13580.0 LOAD SUMMARY KVA 9.2 ASSIGNED LOADS: 0.2 TOTAL: 10.4 PHASE C LIGHTING OFFICES, LOUNGE, TOILETS, CORRIDOR 4 LIGHTING TREATMENT ROOM, TOILET, MED WASTE 6 R 3 225 #4/0 21648.0 17503.0 17333.0 LIGHTING TREATMENT ROOM 8 EXISTING A 3 100 #3 4118.8 4699.7 4498.0 LIGHTING TREATMENT ROOM, WATER TREATMENT 10 SPACE 3 - - LIGHTING MECH/ STORAGE 12 EXISTING RTU 1 3 50 #8 4,323.2 4,323.2 4,323.2 SPACE 14 EXISTING RTU 2 3 50 #8 5,043.7 5,043.7 5,043.7 SPACE 16 EXISTING RTU 3 3 30 #10 2,882.1 2,882.1 2,882.1 SPACE 18 SPACE 3 - - - - - SPACE 20 SPACE 22 SPACE 3 - - - - - SPACE 24 53,195.9 50,611.8 47,660.1 SPACE 26 SPACE 28 SPACE 30 PHASE TOTALS: N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 151,467.7 TOTAL: CONTINUOUS LIGHTING (KVA): 9.22 ASSIGNED LOADS (KVA): 25.68 TOTAL CONTINUOUS LOAD (KVA): 37.98 ASSIGNED LOADS (KVA): 16.60 GENERAL LOADS <= 10KVA (KVA): 10.00 MOTOR (KVA): 50.76 TOTAL NON-CONTINUOUS LOAD (KVA): 103.00 2,062 NON-CONTINUOUS NOTES: CONTINUOUS LIGHTING: PHASE B 2 13,317 TOTAL: PHASE A LIGHTING WAITING, RECEPTION, TOILETS, CONFERENCE SERVICE SIZING NON-CONTINUOUS LIGHTING: 0.2 CONTINUOUS (KVA): 37.98 ELECTRIC HEATING: 1.5 25% of CONTINUOUS (KVA): 9.49 GENERAL RECEPTACLES: 1.3 NON-CONTINUOUS (KVA): 103.00 TOTAL: 2.9 25% OF LARGEST MOTOR (KVA): 3.78 CONTINUOUS (KVA): 10.4 25% OF CONTINUOUS (KVA): 2.6 NON CONTINUOUS (KVA): 2.9 TOTAL (KVA): 15.9 FEEDER CURRENT (AMPS): 44.2 TYPE DESCRIPTION FEEDER CURRENT, 0.85 PF APPLIED (AMPS): 52.0 1 LOCKED IN THE ON POSITION 100 2 LOCKABLE IN THE OFF POSITION ELECTRICAL LOAD CALCULATION FOR FEEDER TOTAL (KVA): 138.26 383.8 SERVICE CURRENT, 0.85 PF APPLIED (AMPS): 451.5 MINIMUM SERVICE SIZE (AMPS): 600 Copyright 2013 Drafted By: EGP Checked By: BGG Date Drafted: 13049-02 --- Project #: 10/15/2013 REVISION DESCRIPTION MINIMUM BREAKER SIZE (AMPS): BREAKER LOCK TYPES SERVICE CURRENT (AMPS): These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. DATE 9 C BRK POLES # 7 B NOTES: VOLTAGE/PHASE: 208/120VAC 3 PHASE, 4 WIRE AIC RATING: 22,000A MIN OR AS REQUIRED BY UTILITY RATING. MOUNTING/COVER: SURFACE BRK LOCK 208 BUS AMPS: 600 AMPS MAIN SIZE/TYPE: MAIN LUG ONLY FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 BUS AMPS: 100 Architects and Engineers Christopher Kidd & Associates, LLC EXISTING PANEL BOARD "MDP" Proposed Dialysis Clinic for: PANEL 'EXISTING A' ELECTRICAL RISER & MAIN DISTRIBUTION PANEL SCALE: NTS E1.1 EXIST EXIT PATIENT TOILET 102 EXIST EXIT SEPARATION ROOM 109 Christopher Kidd & Associates, LLC TREATMENT ROOM 108 WAITING ROOM 101 PREP SINK 111 PATIENT PREP 107 CONFERENCE ROOM 123 PREP SINK 115 NURSE STATION 110 MED PREP 113 NURSE STATION 117 WHEELCHAIR STORAGE 114 COATS 104 PREP SINK 116 PREP SINK 112 RECEPTION 105 MEDICAL RECORDS 106 CORRIDOR 122 LAB PREP 119 DOCTOR/ EXAM 124 N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com PATIENT TOILET 103 Architects and Engineers VESTIBULE 100 CORRIDOR 121 MULTI-PURPOSE OFFICE 125 CLEAN SUPPLIES 139 CLINIC MANAGER 120 WIRING CLOSET 136 PSDS/ GRANUFLO 138 WATER TREATMENT 137 SOILED UTILITY 140 JANITOR CLOSET 141 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 STAFF LOUNGE 130 Proposed Dialysis Clinic for: PATIENT TOILET 118 WATER HEATER 135 STAFF SHOWER 129 TECH REPAIR 131 STAFF LOCKERS 126 MECHANICAL/ STORAGE 134 MED WASTE 142 ELECTRICAL ALCOVE 133 STAFF TOILET 128 SPRINKLER RISER 132 EXIST EXIT EXIST EXIT E LAMPS Catalog Number Description Manufacturer/Model Number F32T8/SP35 RECESSED DIRECT/INDIRECT 2' X 4' LITHONIA 2VT8-2/32-ADP-MVOLT-GEB10PS-LP835 2 F32T8/SP35 RECESSED DIRECT/INDIRECT 2' X 4'/EMERGENCY BALLAST LITHONIA 2VT8-2/32-ADP-MVOLT-GEB10PS-LP835-EL14 FMC 2 F17T8/SP35 RECESSED DIRECT/INDIRECT 2' X 2' LITHONIA 2VT8-2/17-ADP-MVOLT-GEB10PS-LP835 L1AE FMC 2 F17T8/SP35 RECESSED DIRECT/INDIRECT 2' X 2' LITHONIA 2VT8-2/17-ADP-MVOLT-GEB10PS-LP835-EL14 L2 FMC 3 F32T8/SP35 RECESSED DIRECT/INDIRECT 2' X 4' LITHONIA 2VT8-3/32-ADP-MVOLT-1/3-GEB10PS-LP835 L2E FMC 3 F32T8/SP35 RECESSED DIRECT/INDIRECT 2' X 4'/EMERGENCY BALLAST LITHONIA 2VT8-3/32-ADP-MVOLT-1/3-GEB10PS-LP835-EL14 TYPE CLIENT L1 FMC 2 L1E FMC L1A Quanity L3 FMC 3 F32T8/SP35 RECESSED DIRECT/INDIRECT 2' X 4'/WITH 2 BALLASTS L3E FMC 3 F32T8/SP35 RECESSED DIRECT/INDIRECT 2' X 4'/TWO BALLASTS & EMERGENCY E L4A FMC 2 F32T8/SP35 RECESSED TWO LAMP LENSED 2' X 4' TROFFER LITHONIA 2GT8-2/32-A12125-MVOLT-GEB10IS L4AE FMC 2 F32T8/SP35 RECESSED TWO LAMP LENSED 2' X 4' TROFFER LITHONIA 2GT8-2/32-A12125-MVOLT-GEB10IS-EL14 L5 FMC 1 F18TRT NURSE STATION PENDANT (6'-6" TO BOTTOM OF FIXTURE) TECH LIGHTING 700-ECP-L-C-S-CF L5A FMC 3 60W CONFERENCE ROOM PENDANT (6'-0" TO BOTTOM OF FIXTURE) NOVA KIMURA 26" WIDE PENDANT L5B FMC 1 F18TRT WAITING ROOM PENDANT (7'-2" TO BOTTOM OF FIXTURE) TECH LIGHTING 700-ECP-L-C-S-CF L6 FMC 1 LED RECESSED 6" DOWNLIGHT L6E FMC 1 LED RECESSED 6" DOWNLIGHT W/EMERGENCY BALLAST REALITY REAL6C-D6MW-ESL-1000L-35K-.65SC-120-LP6LN-PFMW-ELR L7 FMC 2 F32T8/SP35 SURFACE MOUNTED WRAPAROUND LITHONIA LB-232-MVOLT-GEB10IS L7E FMC 2 F32T8/SP35 SURFACE MOUNTED WRAPAROUND LITHONIA LB-232-MVOLT-GEB10IS-EL L8 FMC 2 F32T8/SP35 SUSPENDED INDUSTRIAL (9'-0" AFF) LITHONIA DMW-232-MVOLT-GEB10IS L8E FMC 2 F32T8/SP35 LITHONIA DMW-232-MVOLT-GEB10IS-EL14DW L9 FMC 1 F17T8/SP35 SUSPENDED INDUSTRIAL/EMERGENCY BALLAST (9'-0" AFF) 2 ' UNDER CABINET E LIGHTING FIXTURE SCHEDULE NOTES: · L10E FMC 2 2F17T8/SP35 WALL MOUNT BATHROOM FIXTURE/EMERGENCY BALLAST L11 FMC 1 F18TRT WALL SCONCE AT 6'-6" AFF TO CENTER 3-FORM LIGHTART-FRES-ECO-STANDARD VARA ECORESIN LINEN WHITE & SAND L12 FMC - - EXIT SIGN BATTERY BACKUP LITHONIA LQM-S-W-3-G/R-120/277-EL-N-SD EC TO VERIFY VOLTAGE, BALLAST TYPE (ELECTRONIC), MOUNTING HEIGHT, AND MOUNTING ACCESSORIES BEFORE ORDERING FIXTURES (NO SUBSTITUTIONS ALLOWED). · EXIT SIGNS TO BE PROVIDED WITH BATTERY AS INDICATED IN CATALOG NUMBER. · FIXTURES WITH 'EL14', 'EL6' OR 'ELRHL2LP' IN CATALOG NUMBER, REQUIRE EMERGENCY BATTERY PACK CAPABLE OF POWERING 2 LAMPS. FIXTURES WITH 'EL' IN CATALOG NUMBER REQUIRE BATTERY PACK CAPABLE OF POWERING 1 LAMP. · WHEN DIMMING FIXTURE TYPES L6 AND L6E, (2) ADDITIONAL LOW VOLTAGE WIRES SHALL BE PULLED. · TREATMENT ROOM 2X4 FIXTURES (L3 & L3E) ARE TO BE PROVIDED WITH TWO BALLASTS FOR SWITCHING 'INWARD' (GROUP 'A' & 'C') OR 'OUTWARD' (GROUP 'B' & 'D') LAMPS (ASSIGNED TO CIRCUIT GROUP ' A' AND 'C' (SINGLE LAMP) OR 'B' AND 'D' (TWO LAMP), RESPECTIVELY). REALITY REAL6C D6MW-ESL-1000L-35K-.65SC-120-LP6LN-PFMW LITHONIA 2UC-17-MVOLT-GEB10IS LITHONIA W-217-A12U-MVOLT-AE-BF-GEB10IS-EL6 RECESSED DOWN LIGHT, SEE FIXTURE SCHEDULE FLUORESCENT LIGHT FIXTURE WITH NIGHT LIGHT, SEE FIXTURE SCHEDULE RECESSED DOWN LIGHT WITH NIGHT LIGHT, SEE FIXTURE SCHEDULE FLUORESCENT LIGHT FIXTURE, WITH BATTERY BACKUP SEE FIXTURE SCHEDULE (FIXTURE ID PRECEDED WITH 'E') RECESSED DOWN LIGHT WITH BATTERY BACKUP, SEE FIXTURE SCHEDULE FLUORESCENT NIGHT LIGHT FIXTURE WITH BATTERY BACKUP, SEE FIXTURE SCHEDULE (FIXTURE ID PRECEDED WITH 'E') RECESSED DOWN LIGHT WITH NIGHT LIGHT AND BATTERY BACKUP, SEE FIXTURE SCHEDULE WALL MOUNTED FLUORESCENT LIGHT LITHONIA 2VT8-3/32-ADP-MVOLT-1/3-GEB10PS-LP835 LITHONIA 2VT8-3/32-ADP-MVOLT-1/3-GEB10PS-LP835-EL14 FLUORESCENT LIGHT FIXTURE, SEE FIXTURE SCHEDULE · EC TO VERIFY WITH LOCAL FIRE MARSHAL PRIOR TO SUBMISSION OF LIGHTING SUBMITTALS THE REQUIRED COLOR OF EXIT SIGN ILLUMINATION AND FIELD COLOR (E.G. RED OR GREEN), AND SUBMIT ACCORDINGLY. EXISTING EXIT LIGHTS SHALL BE REWORKED TO COMMON AREA CIRCUIT. E WALL MOUNTED FLUORESCENT LIGHT WITH BATTERY BACKUP (FIXTURE ID PRECEDED WITH 'E') EC EM GC MC NL UL AFF BWE FBO IBC ELECTRICAL CONTRACTOR EMERGENCY GENERAL CONTRACTOR MECHANICAL CONTRACTOR NIGHT LIGHT UNDERWRITERS LABORATORY ABOVE FINISHED FLOOR BAKED WHITE ENAMEL FURNISHED BY OWNER IN BUILDING CONTRACT EXTERIOR WALL MOUNTED 2 BULB EMERGENCY EGRESS LIGHT, SEE FIXTURE SCHEDULE SUSPENDED 1X4 FLUORESCENT LIGHT WITH BATTERY BACKUP (FIXTURE ID PRECEDED WITH 'E') Drafted By: MAR Checked By: RSG Project #: EXIT E CEILING MOUNTED 1X4 FLUORESCENT LIGHT, SEE FIXTURE SCHEDULE E Copyright 2013 Date Drafted: SUSPENDED 1X4 FLUORESCENT LIGHT E These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. 10/15/2013 13049-02 EXIT SIGN WITH EMERGENCY EGRESS LIGHT, SEE FIXTURE SCHEDULE --- LIGHTING FIXTURE SCHEDULE ABBREVIATIONS LIGHTING SYMBOLS SINGLE FACE EXIT SIGN, UNIVERSAL MOUNTING. SHADED SURFACE INDICATES FACE CEILING MOUNTED 1X4 FLUORESCENT LIGHT WITH BATTERY BACKUP, SEE FIXTURE SCHEDULE (FIXTURE ID PRECEDED WITH 'E') REVISION DESCRIPTION LIGHT FIXTURE PROVIDED WITH SHOWER ENCLOSURE. FIXTURE SHALL BE COORDINATED WITH PLUMBING CONTRACTOR AND INSTALLED BY EC. FIXTURE TO BE FED FROM CIRCUIT A-4 AND SWITCHED AS SHOWN. CONTRACTORS PLEASE NOTE : EXISTING PROJECT CONDITIONS, AS THEY APPEAR ON THESE DRAWINGS, SUCH AS ARCHITECTURAL AND STRUCTURAL BUILDING COMPONENTS, MECHANICAL AND ELECTRICAL EQUIPMENT, PIPING, DUCTWORK, ROUGH-INS AND OTHER MISCELLANEOUS CONSTRUCTION, HAVE BEEN GATHERED AND TRANSFERRED FROM PREVIOUS CONSTRUCTION DRAWINGS. WHILE SUCH INFORMATION HAS BEEN COLLECTED AND INTERPRETED WITH REASONABLE CARE, THE ARCHITECT AND ENGINEER DO NOT ASSUME ANY EXPRESSED OR IMPLIED GUARANTEE THAT CONDITIONS SO INDICATED ARE ENTIRELY COMPLETE, CORRECT AND REPRESENTATIVE OF THOSE ACTUALLY EXISTING. ALL CONTRACTORS SHALL PROVE TO THEMSELVES AS TO ALL EXISTING CONDITIONS PRIOR TO BIDDING, AND VERIFY ALL DIMENSIONS AT THE SITE. S DS ELECTRICAL LIGHTING PLAN SCALE: 1/4" = 1'-0" DATE EXTERIOR EMERGENCY EGRESS LIGHTING IS EXISTING AND SHALL REMAIN (TYPICAL OF 4 LOCATIONS). # STAFF TOILET 127 E2.0 P1 P3.0 5 14 8 PATIENT TOILET 102 1 5 6 7 8 A7.2 PREP SINK 111 TREATMENT ROOM 108 13 UCR WAITING ROOM 101 MED PREP 113 P1 2 A7.2 P3.0 P1 P3.0 COATS 104 9 P1 CRASH CART NURSE STATION 110 P3.0 10 WHEELCHAIR STORAGE 114 PATIENT PREP 107 RECEPTION 105 PREP SINK 115 NURSE STATION 117 P1 P1 P3.0 P3.0 COPIER CONFERENCE ROOM 123 P1 15 P3.0 DVD PLAYER P3.0 SEE PLAN NOTE 1 A7.1 CENT UCR 11 LAB PREP 119 2 16 17 CORRIDOR 122 P1 PREP SINK 116 HOYER LIFT 1 8 MEDICAL RECORDS 106 P1 PREP SINK 112 N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 4 Architects and Engineers PATIENT TOILET 103 3 Christopher Kidd & Associates, LLC 2 SEPARATION ROOM 109 VESTIBULE 100 16 6 15 14 13 12 P3.0 PATIENT TOILET 118 3 17 WIRING CLOSET 136 CLEAN SUPPLIES 139 18 STAFF LOUNGE 130 WATER TREATMENT 137 PSDS/ GRANUFLO 138 7 CLINIC MANAGER 120 MULTI-PURPOSE OFFICE 125 SOILED UTILITY 140 3 A2.2 8 STAFF LOCKERS 126 JANITOR CLOSET 141 WATER HEATER 135 FACP TECH REPAIR 131 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 CORRIDOR 121 Proposed Dialysis Clinic for: DOCTOR/ EXAM 124 STAFF SHOWER 129 MECHANICAL/ STORAGE 134 MED WASTE 142 4 9 POWER PLAN SYMBOLS 18" AFF MOUNTING HEIGHT, UNLESS OTHERWISE NOTED, TO CENTER OF J-BOX (NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED) These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. GENERAL GFI RECEPTACLE (IVORY) * INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE. SPECIAL EQUIPMENT CONNECTION PATIENT CARE RECEPTACLE (DEDICATED-BROWN-HOSPITAL GRADE GFI). * INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE. GENERAL HOSPITAL GRADE RECEPTACLE (IVORY-GFI) AS APPLIED IN PATIENT CARE AREAS. * INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE. Copyright 2013 TV GENERAL HOSPITAL GRADE RECEPTACLE AT PATIENT STATIONS ONLY-SEE ELEVATIONS ON SHEET E4.1 (WHITE-GFI RECEPTACLES MOUNTED AT 18" AFF AND 28" AFF). * INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE. Drafted By: RSG Checked By: BGG Date Drafted: DUPLEX GROUNDED RECEPTACLE (IVORY UNLESS NOTED) * INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE Project #: 10/15/2013 13049-02 HOSPITAL GRADE DUPLEX GROUNDED RECEPTACLE (IVORY UNLESS NOTED) * INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE --- 11 ELECTRICAL ALCOVE 133 SINGLE PLUG GFI RECEPTACLE NEMA 5-20 (PROVIDE HOSPITAL GRADE IN PATIENT CARE AREAS AND TECH REPAIR) * INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE REVISION DESCRIPTION 12 SPRINKLER RISER 132 ABBREVIATIONS EC EH EM GC MC UL AFF EWH FBO IBC ELECTRICAL CONTRACTOR ELECTRIC HEATER EMERGENCY GENERAL CONTRACTOR MECHANICAL CONTRACTOR UNDERWRITERS LABORATORY ABOVE FINISHED FLOOR ELECTRIC WATER HEATER FURNISHED BY OWNER IN BUILDING CONTRACT DATE 10 STAFF TOILET 128 # STAFF TOILET 127 ELECTRICAL POWER PLAN SCALE: 1/4" = 1'-0" E2.1 CONTROL MODULE WITHIN DOOR FRAME (SEE ARCHITECTURAL DOOR SCHEDULES FOR MORE INFORMATION). 1a COURTESY PHONE E4.1 NC PATIENT TOILET 102 E3 VALVE VALVE VALVE E4.0 E5 2 3 E4.0 E2 TREATMENT ROOM 108 4 5 6 7 Christopher Kidd & Associates, LLC E4.0 E4.0 PATIENT TOILET 103 WAITING ROOM 101 NC 2 CONTROL MODULE WITHIN DOOR FRAME (SEE ARCHITECTURAL DOOR SCHEDULES FOR MORE INFORMATION). VGA E5 E4.0 8 E4 A7.2 E4.0 E1 E6 E4.0 SEE PLAN NOTE 12 E5 SECURE/UNSECURE ROCKER SWITCH FOR TREATMENT ROOM DOOR 9 E4.0 E1 E4.0 E4.0 R PREP SINK 111 24" PREP SINK 115 24" SEE PLAN NOTE 5 A7.2 24" 24" NURSE STATION 110 E1 E4.0 CONTROL MODULE FOR INTERIOR VESTIBULE DOOR (SEE DETAIL E2 ON SHEET E4.0). COATS 104 E5 RECEPTION 105 10 NURSE STATION 117 WHEELCHAIR STORAGE 114 24" 24" 24" E4.0 CONFERENCE ROOM 123 PATIENT PREP 107 MED PREP 113 COPIER E4.0 24" PREP SINK 116 PREP SINK 112 E4 SEE WIRELESS INTERNET NOTES WALL PHONE SEE PLAN NOTE 11 MEDICAL RECORDS 106 11 SEE WIRELESS INTERNET NOTES E4 N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com SEPARATION ROOM 109 A7.2 E4 8 E4.1 1 Architects and Engineers 7 1 NC VESTIBULE 100 LAB PREP 119 E4.0 CORRIDOR 122 17 16 15 14 13 12 E4 PATIENT TOILET 118 NC STAFF LOUNGE 130 SEE WIRELESS INTERNET NOTES WIRING CLOSET 136 SEE PLAN NOTES ON SHEET E2.1 FOR MORE INFORMATION CLEAN SUPPLIES 139 CLINIC MANAGER 120 WATER TREATMENT 137 MULTI-PURPOSE OFFICE 125 PSDS/ GRANUFLO 138 BPW SMOKE DETECTOR SHALL BE MOUNTED WITHIN ROOF HATCH SPACE. TIME CLOCK 3 A2.2 SEE PLAN NOTE 9 WALL PHONE JANITOR CLOSET 141 FACP SEE PLAN NOTE 4 WATER HEATER 135 TECH REPAIR 131 STAFF SHOWER 129 48" MED WASTE 142 ELECTRICAL ALCOVE 133 STAFF TOILET 128 SPRINKLER RISER 132 E5 E4.0 ABBREVIATIONS EC GC IMC NC UL AFF FBO IBC FACP ELECTRICAL CONTRACTOR GENERAL CONTRACTOR MECHANICAL CONTRACTOR NURSE CALL UNDERWRITERS LABORATORY ABOVE FINISHED FLOOR FURNISHED BY OWNER IN BUILDING CONTRACT FIRE ALARM CONTROL PANEL These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: RSG Checked By: BGG Date Drafted: 13049-02 REVISION DESCRIPTION --- Project #: 10/15/2013 PATIENT STATION NETWORK JACK. SEE THIS SHEET FOR LOCATION OF NETWORK JACKS. FOR MODEL NUMBERS AND FURTHER INFORMATION, REFER TO SHEET E4.1. TELEPHONE JACK - TO CONSIST OF A SINGLE GANG BOX, A COVERPLATE AND 3 4" CONDUIT STUBBED TO ABOVE ACCESSIBLE CEILING TELEPHONE/DATA JACK - TO CONSIST OF A SINGLE GANG BOX, A COVERPLATE AND 3 4" CONDUIT STUBBED TO ABOVE ACCESSIBLE CEILING DATE STAFF TOILET 127 MECHANICAL/ STORAGE 134 FAX MACHINE JACK - TO CONSIST OF A SINGLE GANG BOX, A COVERPLATE AND 3 4" CONDUIT STUBBED TO ABOVE ACCESSIBLE CEILING # STAFF LOCKERS 126 SOILED UTILITY 140 FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 DOCTOR/ EXAM 124 VALVE NC SEE WIRELESS INTERNET NOTES Proposed Dialysis Clinic for: E4.0 CORRIDOR 121 AUDIO JACK - TO CONSIST OF SINGLE GANG BOX FOR SOFFIT TV & PATIENT STATION ELECTRICAL COMMUNICATION PLAN SCALE: 1/4" = 1'-0" E2.2 COMPONENT IDENTIFICATION 120VAC INPUT TOGGLE SWITCH AT NURSE STATION. (BY EC.) 1 3 POSITION SWITCH INPUT GREEN TOGGLE SWITCH 1 PUSH PAD WAITING ROOM SIDE Rectifier 3 6 VIOLET GRAY WHITE WHITE P10 GRAY YELLOW P6 3 PUSH PADS BY "LCN" WITH 4" SQUARE 'PUSH TO OPEN' LOGO. PUSH PADS SUPPLIED BY THE DOOR CONTRACTOR. 5 ELECTRIC STRIKE (24VDC) (SEE ARCHITECTURAL DOOR HARDWARE SCHEDULE). 6 LCN SENIOR SWING OPERATOR 7 A SINGLE PAIR OF 'NORMALLY OPEN' DRY 'OUTPUT' CONTACTS FROM THE 'LOCAL' FIRE ALARM CONTROL PANEL OF THE IMMEDIATE TENANT SPACE. THE CONTACTS WILL CLOSE IN AN ALARM CONDITION. EXTERIOR SLIDING DOOR CONTROL TERMINAL (WITH BATTERY BACKUP) PUSH PAD TREATMENT ROOM SIDE DOOR RELEASE IN RECEPTIONIST AREA BLACK DOOR RELEASE AT NURSE STATION 2 ELECTRIC DOOR STRIKE 5 2 "FAIL SAFE" _ CONTROL MODULE AT RECEPTION OP ENP ROG E XIT _ + DOOR ACTIVATION SENSOR - EXTERIOR SIDE OF VESTIBULE DOOR A UTO CONTROL MODULE AT OUTER VESTIBULE DOOR FRAME + OFF LOW VOLTAGE WIRE INSTALLED BY ELECTRICAL CONTRACTOR CONTROL MODULE AT INNER VESTIBULE DOOR FRAME OP ENP ROG E XIT _ OFF LINE VOLTAGE WIRE INSTALLED BY ELECTRICAL CONTRACTOR 4 LCN SENIOR SWING OPERATOR ALLOWS FOR POWER ASSISTED ENTRY OR EXIT. + OP EN P ROG E XIT 4 + A UTO CONTROL MODULE/DOOR RELEASE TO ELECTRIC DOOR STRIKE BY MANUF. A UTO OFF THIS DOOR RELEASE IN THE RECEPTION AREA, ALLOWS FOR THE RECEPTIONIST TO OPEN THE DOOR TO THE TREATMENT ROOM DIRECTLY FOR THE PATIENT AWAITING ENTRY FROM THE WAITING ROOM INTO THE TREATMENT ROOM. 6 A UTO _ OFF _ OFF OP ENP ROG E XIT 3 THE ELECTRIC STRIKE ALLOWS FOR OPERATION OF LCN SENIOR SWING OPERATOR, OR TO KEEP THE DOOR UNLOCKED DURING THE EVENT OF A FIRE (FAIL SAFE). + OP EN P ROG E XIT THIS DOOR RELEASE LOCATED ABOVE THE COUNTER AT THE NURSE STATION, ALLOWS FOR THE NURSE TO OPEN THE DOOR DIRECTLY FOR THE PATIENT AWAITING ENTRY FROM THE WAITING ROOM INTO THE TREATMENT ROOM 5 A UTO OFF _ 3 GRAY YELLOW 120V AC INPUT OP EN P ROG E XIT THE TOGGLE SWITCH ALLOWS FOR THE ENABLING OR DISABLING OF THE WAITING ROOM SIDE PUSH PAD FOR THE DOOR OPERATOR. PUSH PAD USED TO OPEN POWER OPERATED DOOR (ONE LOCATED ON WAITING ROOM SIDE OF DOOR, AND ONE LOCATED ON TREATMENT ROOM SIDE OF DOOR). 7 E1 GRAY YELLOW 120V AC INPUT COMPONENT FUNCTION & OPERATION 1 CONTROL MODULE AT NURSE STATION INTERIOR SLIDING DOOR CONTROL TERMINAL (WITH BATTERY BACKUP) WIRING DIAGRAM TREATMENT DOOR CONTROL MODULE/DOOR RELEASE TO ELECTRIC DOOR STRIKE BY MANUF. LINE VOLTAGE WIRE INSTALLED BY ELECTRICAL CONTRACTOR WIRING DIAGRAM VESTIBULE DOOR E2 + LOW VOLTAGE WIRE INSTALLED BY ELECTRICAL CONTRACTOR DOOR ACTIVATION SENSOR - WAITING ROOM SIDE VESTIBULE OF DOOR WHEN THE LOCAL FIRE ALARM CONTROL PANEL GOES INTO 'ALARM CONDITION', THESE CONTACTS WILL CLOSE CAUSING THE FOLLOWING: THE POWER OPERATED DOOR WILL BECOME 'INOPERATIONAL' (PLACED IN THE OFF MODE) AND THE ELECTRIC STRIKE WILL TURN OFF AND WILL BE IN THE 'FAIL SAFE' MODE, UNLOCKING THE DOOR. A UTO N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com 7 RED (NORMALLY OPEN DRY CONTACTS) FROM LOCAL FIRE ALARM PANEL MOMENTARY DOOR RELEASE (SECURITRON, PUSH BUTTON, PB2EH,2 ” SQ. MOMENTARY, SPDT BLUE BUTTON) LOCATED AT RECEPTIONIST AREA, AND AT NURSE STATION NEXT TO THE INTERCOM. DOOR RELEASE BUTTONS SUPPLIED BY EC. 4 Architects and Engineers BLACK 2 Christopher Kidd & Associates, LLC LCN SENIOR SWING OPERATOR WIRING DIAGRAM MAIN BUILDING ENTRANCE DOOR E3 EP-01 EP-02 PULL STATION CORNELL SERIES 4000 MODEL # E-114-3 WITH PULL FOR HELP NYLON CORD TYPICAL FOR PATIENT AND TOILET ROOMS. NURSE CALL STATION 110 CORNELL SERIES 4000 ANNUNCIATOR MODEL A-4006 WITH VISUAL LED. INDICATORS AND PULSATING ELECTRONIC TONE. AIPHONE #LE-B SEMI FLUSH MOUNT WAITING ROOM 101 VESTIBULE 100 AIPHONE #LE-B SEMI FLUSH MOUNT THREE CONDUCTOR SHIELDED 18 GA. WIRE BELDEN MODEL #8770 TRANSFORMER AIPHONE #PS-1225UL (SEE DRAWING E2.1 POWER PLAN FOR EXACT LOCATION). 481" 1" 120V, 1 PHASE EXAM ROOM 124 NURSE CALL WIRING SCHEMATIC AIPHONE #LEF-5 SURFACE MOUNT AT NURSES' STATION DESK 5-CALL 781" 781" AIPHONE #LEF-5 SURFACE MOUNT IN RECEPTION ROOM 5-CALL NINE CONDUCTOR SHIELDED 18 GA. WIRE AIPHONE MODEL #82221250C E5 RECEPTION 105 INTERCOM WIRING SCHEMATIC E6 EG-07 RO & SDS STATUS MONITORS SEE ARCHITECTURAL ELEVATIONS FOR EXACT MOUNTING HEIGHT/LOCATION EG-03 NOTES: 1. EC SHALL REFER TO ME-1 DRAWINGS FOR RO AND SDS MONITOR WIRING AND JBOX REQUIREMENTS. FINAL LOCATION OF MONITORS IN DIALYSIS ROOM SHALL BE VERIFIED WITH FMC PROJECT MANAGER PRIOR TO INSTALLATION. These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: RSG Checked By: BGG Date Drafted: Project #: 10/15/2013 13049-02 --- PATIENT TOILET 118 REVISION DESCRIPTION E4 EG-01 SEPARATION ROOM 109 DATE PATIENT TOILET 103 SEE NOTE #1 TWO CONDUCTOR 18 GA. WIRE AIPHONE MODEL #821802 # PATIENT TOILET 102 NURSE CALL POWER SUPPLY CORNELL ELEC. SERIES 5000 MODEL # P-512243A WITH TRANSFORMER. 8 1/4" SEE NOTE #1 DOME LIGHT CORNELL SERIES 4000 MODEL # L-101 WHITE NURSE STATION 110 120V AIPHONE #LE-DA FLUSH MOUNT (STAINLESS STEEL) FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 DELIVERY DOOR Proposed Dialysis Clinic for: EP-03 ELECTRICAL DETAILS SCALE: NTS E4.0 WALL HUNG DIALYSIS COUNTER BY MILLWORK VENDOR INSTALLED BY CONTRACTOR PATIENT STATION # MOUNT ALL BUNDLED COAX CABLES AND CAT 5E WIRES TO INSIDE OF DIALYSIS COUNTER CUT OUT. RECESSED DATA JUNCTION BOX, (1) PER STATION WITH (2) CAT5e DATA JACKS - (1) BLUE JACK FOR CLINICAL APPLICATIONS AND (1) WHITE JACK FOR AUXILIARY APPLICATIONS PER PATIENT STATION. SEE NETWORK OUTLET DETAIL 1 ON THIS SHEET. FMC/CS BLUE CHAIRSIDE CAT 5E JACK 120V ELECTRICAL JUNCTION BOX. CONDUIT TO NEXT BOX. JUNCTION BOX AND AUDIO CABLE BY E.C. - TERMINATIONS BY OWNER'S VENDOR AUX RECESSED COUNTER ELEC. RECEPT. TYP (3) PLACES PER PATIENT STATION (SEE DETAIL 2 ON THIS SHEET & SHEET E2.1). WHITE AUX. CAT 5E JACK 1. 20A DEDICATED HOSP. GRADE GFCI (BROWN) 2. 20A SHARED HOSP. GRADE (IVORY) MAX. TWO RECEPTACLES PER SHARED CIRCUIT. 3. 20A SHARED GENERAL PURPOSE (WHITE) FOUR RECEPTACLES PER SHARED CIRCUIT LIQUID TIGHT METAL CONDUIT WITH FITTING PER NEC 517.13 TO ELEC. JUNCTION BOX. N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone 262.901.0505 / Facsimile 262.901.0510 Email: arch@ckiddarchitects.com Website: www.ckiddarchitects.com COUNTER END WALL BEYOND Architects and Engineers Christopher Kidd & Associates, LLC ELECTRICAL POWER CONDUIT BY E.C. TO PANEL BOARD PER NEC 517.13 NOTES: 1. FACE PLATE SHALL BE HUBBELL MODEL IFP12W OR APPROVED EQUAL. CAT 5E JACK SHALL BE HUBBELL MODEL HXJ5EB/HXJ5EW OR APPROVED EQUAL. LABELING SYSTEM SHALL BE ACCORDING TO PATIENT STATION (PS) NUMBERS. 2. 3. NOTE: COAT ALL ELECTRICAL METALLIC SURFACES WITHIN CASEWORK WITH TWO COATS OF BENJAMIN MOORE DTM (DIRECT-TO-METAL) ACRYLIC SEMI GLOSS (M29). PER SPECIFICATION SECTION 09900-15 PAINTING NETWORK JACK CONFIGURATION FOR PATIENT STATIONS 1 3b DIALYSIS COUNTER WIRING DETAIL PATIENT STATION # EMPTY SLOT 44U 48 PORT COAX PATCH PANEL PATIENT STATION: NOT USED 44U FMC/CS-A HORIZONTAL WIRE MANAGEMENT. BLUE CHAIRSIDE CAT 5E JACK 41U 48 PORT CAT 5E PATCH PANEL PATIENT STATION: NOT USED (GREEN) 48 PORT CAT 5E PATCH PANEL PATIENT STATION: NOT USED (GREEN) 39U 37U AUX HORIZONTAL WIRE MANAGEMENT HORIZONTAL WIRE MANAGEMENT 35U WHITE AUX. CAT 5E JACK 33U 35U 33U HORIZONTAL WIRE MANAGEMENT. FMC Location #8830-1 1212 9th Street Greeley, Colorado 80631 ET-2 Proposed Dialysis Clinic for: ET-11 CISCO ROUTER-(N.I.C.) HORIZONTAL WIRE MANAGEMENT 48 PORT CAT 5E PATCH PANEL STAFF OFFICES: DATA (GRAY) 30U 30U SHELF 28U D-LINK 3226L SWITCH. (N.I.C.) 26U EMPTY SLOTS NOTES: 1. 2. 3. 1a 48 PORT CAT 5E PATCH PANEL (AUX.) PATIENT STATION: AUX. DATA (WHITE) 24U HORIZONTAL WIRE MANAGEMENT EXPANSION SPACE. 20U FACE PLATE SHALL BE HUBBELL MODEL IFP12W OR APPROVED EQUAL. CAT 5E JACK SHALL BE HUBBELL MODEL HXJ5EB/HXJ5EW OR APPROVED EQUAL. LABELING SYSTEM SHALL BE ACCORDING TO PATIENT STATION (PS) NUMBERS. HORIZONTAL WIRE MANAGEMENT. HORIZONTAL WIRE MANAGEMENT HORIZONTAL WIRE MANAGEMENT 18U EMPTY SLOTS 48 PORT CAT 5E PATCH PANEL (CLINICAL) PATIENT STATION: FMC/CS (BLUE) 48 PORT CAT 5E PATCH PANEL (CLINICAL) PATIENT STATION: FMC/CS (BLUE) 16U 14U NETWORK JACK CONFIGURATION FOR SEPARATION ROOMS 18U 14U HORIZONTAL WIRE MANAGEMENT. HORIZONTAL WIRE MANAGEMENT EMPTY SLOT 48 PORT PHONE PATCH (BLACK) 10U ET-12 8U HORIZONTAL WIRE MANAGEMENT 8U EMPTY SLOTS EMPTY SLOTS 3U 1U UPS 1U BACK OF NETWORK RACK 4 NETWORK RACK FRONT OF NETWORK RACK ES-10 NOTES: 1. PATIENT STATION NETWORK JACK & 120V WHITE GFCI DUPLEX RECEPTACLE - 4 RECEPTACLES PER CIRCUIT. RECEPTACLE TO BE MOUNTED AT 28" AFF TO CENTER OF RECEPTACLE. 2. 3. CONTRACTOR IS RESPONSIBLE FOR TERMINATING CAT 5E & COAX CABLE TO THE PATCH PANEL. ALL HORIZONTAL DATA AND VOICE CABLE RUNS SHALL BE TESTED TO EIA/TIA REQUIREMENTS AT A MINIMUM OF CATEGORY 5 SPECIFICATION. SEE SPECIFICATION SECTION 16730. NETWORK RACK IS OWNER FURNISHED AND INSTALLED BY CONTRACTOR. These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2013 Drafted By: RSG Checked By: BGG Date Drafted: Project #: 10/15/2013 13049-02 REVISION DESCRIPTION --- JUNCTION BOX AND AUDIO CABLE BY E.C. - TERMINATIONS BY OWNER'S VENDOR DATE 20A DEDICATED HOSPITAL GRADE DUPLEX GFCI RECEPTACLE, COLOR SHALL BE BROWN (18" AFF TO CENTER). # 20A SHARED HOSPITAL GRADE GFCI DUPLEX RECEPTACLE. MAX. 2 RECEPTACLES PER CIRCUIT, COLOR SHALL BE IVORY (18" AFF TO CENTER). 2 DIALYSIS COUNTER RECEPTACLES/NETWORK JACK (TYPICAL) ET-06 NOTES: 1. 2. ALL NETWORK RECEPTACLES AND PATIENT STATION COVER PLATES SHALL BE COLORED ACCORDING TO DETAIL 1. MAXIMUM 4 NETWORK DUPLEX ELECTRICAL RECEPTACLES PER 20 AMP CIRCUIT. ELECTRICAL DETAILS SCALE: NTS E4.1 1 8 1 6 42" 2 PHONE DATA 75 SQ FT WATER TREATMENT 305 SQ FT 1 1 1 1 9 3 PSDS/GRANUFLO 253 SQ FT TRENCH DRAIN North America 2 23 SQ FT MECHANICAL/ STORAGE 956 SQ FT HIGH DENSITY STORAGE 19' T 3 MECHANICAL EQUIPMENT SCHEMATIC (NEW) Sheet Title 2 Project Name 1 FMC-DS NORTH GREELEY, CO # THIS SHEET IS SUBMITTED AS A REFERENCE DRAWING AS FURNISHED BY FRESENIUS MEDICAL CARE. IT DEPICTS ITEMS OF WORK REQUIRED BY THE CONTRACTOR IN CONJUNCTION WITH WORK SHOWN ON PLUMBING AND ELECTRICAL PLANS. 4 5 6 7 8 9 No. Date Date Scale Drawn By Checked By Revision 7-22-2013 AS NOTED HVS HVS ME-1